Relationship between Structural Stiffness and Viscous Damping Coefficient in Reinforced Carbon Structure under Varying Carbon Fiber Angles

A linearized dynamic model of a carbon-fiber-reinforced plastic (CFRP) structure can be formulated using the structural stiffness and viscous damping coefficient. The carbon fiber angle is an influential factor in determining the structural stiffness of CFRP structures by serially combining the stiffness of a binding matrix and that of a carbon fiber. The viscous damping coefficient of the CFRP structure is also highly sensitive to the carbon fiber angle; that is, it assumes a parallel series between the damping coefficient of the binding matrix and that of the carbon fiber. In this study, a sensitivity formula was derived to obtain the ratio of two parameters—the structural stiffness, and the viscous damping coefficient—by dividing all parameters by the value of the reference angle. The CFRP structure was chosen for a simple rectangular specimen with five carbon fiber angles, ranging from 0° (reference) to 90°. The identified modal parameters were used from the impact modal test conducted in a previous study. Sensitivity analysis was conducted for both the structural stiffness and the viscous damping coefficient. The sensitivity results revealed that the sensitivity index of the viscous damping coefficient was proportional to that of the structural stiffness. Even a small value of the viscous damping coefficient of the carbon fiber was sensitive to the CFRP structure because the carbon-fiber damping coefficient was parallel to the large damping coefficient of the binding matrix.


Introduction
Composite structures have many advantages over conventional ones from isotropic materials by reinforcements, that is, glass fiber or carbon fiber, in enhancing the mechanical properties. Carbon-fiber-reinforced plastic (CFRP) is a well-known composite owing to its superior strength-to-weight ratio, and many studies have thus investigated it [1][2][3]. With a focus on the anisotropic nature of the carbon fiber, the static properties of the CFRP structure were discussed in terms of the elastic modulus, Poisson's ratio, and stress-strain relationship. CFRP materials are frequently used in industry because manufacturing costs are decreased with an increase in the mass-production volume. Several manufacturing processes have been studied, such as the effect of laser fabrication [4] and ultrathin electrospun nanofibers on multifunctional fiber-reinforced polymer composites [5]. Various applications of CFRP materials, including in the production of concrete columns [6], Tshaped beams [7], and Belleville springs [8] have been studied. Case studies have revealed the advantage of the reinforced composite structure in diverse industrial applications and the structure is expected to contribute to an emerging market for CFRP materials.
To identify the characteristics of CFRP structures, many test methods have been proposed that consider the directivity of responsible structures, which are different from the conventional structures formed with CFRP materials. With the consideration of the on-and off-axis loading conditions, the stress-strain relation has been investigated for a static behavior case [9]. In the case of dynamic behavior cases, the structural stiffness (or

Sensitivity Analysis Formulation
The linear model of the mechanical system can be expressed using three key components: mass, stiffness, and damping. The basic one degree-of-freedom (DOF) model can be formulated according to Equation (1) without external force.
Here, m, c, k are the mass, damping coefficient, and stiffness coefficient, and ..
x(t) are the second and first derivatives of displacement x(t), respectively. The current governing equation is expressed in the time domain and can be transformed into modal coordinates by normalization with value m, as shown in Equation (2). ..
x(t) + ω 2 n x(t) = 0, where ω n = √ k/m is the resonance frequency, and ξ(= c/(2mω n )) is the viscous damping coefficient. The one-DOF expression can be extended to multi-DOF systems with the same formula because each mode is decoupled in modal coordinates [14,15].
Here, ω n,i and ξ i are the resonance frequency and modal damping ratio in the i th mode, respectively, and R = r 1 (t) . . . r N (t) T is a column vector in modal coordinates. The multi-DOF formulation in Equation (3) is valid if the concerned system is linear and the structural material consists only of isotropic materials.
In the case of the CFRP structure, the composite structure consists of a carbon fiber and a binding matrix such that both the structural stiffness and damping coefficient may be decomposed into two parts, the carbon fiber and the binding matrix. The structural bending and shear stiffness is proportional to the elastic modulus and shear modulus, respectively, and the responsible modulus of the composite structure is the superposition of the sub-parts [1][2][3]. If the structural stiffness of the two parts-the carbon fiber and the binding matrix-are defined as k C and k M , respectively, the equivalent structural stiffness (k eq ) can be expressed in Equation (4) [16].
where ω n,C , ω n,M are the resonance frequencies of the carbon fiber part and binding matrix, respectively. Both the carbon fiber and the binding matrix are physically merged into one CFRP structure such that the equivalent damping coefficient (c eq ) can be decoupled into two parts: the damping coefficient of the carbon fiber (c C ) and the damping coefficient of the binding matrix (c M ). If the two damping coefficients can be expressed as viscous damping coefficients, the combination of the two damping terms can be assumed to be linearly parallel, as shown in Equation (5) [16,24].
Here, ξ C and ξ M are the modal damping ratios of the carbon fiber part and binding matrix, respectively. The governing equation in Equation (1) can be modified with both the equivalent stiffness coefficient (k eq ) and equivalent damping coefficient (c eq ), as shown in Equation (6). m ..
x(t) + k eq x(t) = 0 (6) Equation (6) can be extended to multi-DOF under the linear decoupling condition in Equation (7), a form similar to Equation (3). Under the decoupled condition in each mode, both the mass-normalized structural stiffness and mass-normalized viscous damping coefficient can be expressed for the i th mode by Equations (8) and (9), respectively.
k eq,i = (ω n i ) 2 = ω n i ,C 2 + ω n i ,M 2 (8) c eq,i = 2ξ i ω n i = 1 2ξ i,C ω n i ,C + 1 2ξ i,M ω n i ,M −1 (9) Here, ω n i and ξ i are the equivalent resonance frequency and equivalent modal damping ratio for a mode, respectively. In addition, ω n i ,C , ω n i ,M are the resonance frequency of the carbon fiber and the binding matrix, respectively. Further, ξ C i and ξ M i are the modal damping ratio of the carbon fiber and the binding matrix for the i th mode, respectively.
If the carbon fibers in CFRP structure are all arranged in certain angle (θ) with respect to origin, the two interesting equivalent mass-normalized parameters are dependent on the carbon fiber angle. Therefore, the sensitivity of two interesting equivalent parameters can be formulated by evaluating the direct derivative of Equations (8) and (9) with respect to the parameter θ, as written in Equations (10) and (11), respectively. Here, ω n i (θ), ξ i (θ), k eq,i (θ), c eq,i (θ) are the resonance frequency, the modal damping ratio, the structural stiffness and the viscous damping coefficient at the carbon fiber angle θ for the i th mode.
The mechanical properties of the CFRP structures are dependent on two parts-the carbon fiber and the binding matrix-and the variation of properties from the binding matrix is small compared to that from the carbon fiber. If the mechanical properties of the binding matrix are constant for any carbon fiber angle, the sensitivity analysis can be modified to focus on the variation of the carbon fiber part only, starting from the decomposition formula in Equations (8) and (9).
The equivalent structural stiffness (see Equation (8)) can be modified for a certain carbon fiber angle θ j , as shown in Equation (12). If the reference angle is set to θ 1 , the difference in the structural disparity between the reference angle and a certain angle θ j can be formulated in Equation (13) because the structural stiffness from the binding matrix is assumed to be constant. In addition, Equation (13) can be modified to represent the ratio of the structural stiffness at certain angle to the structural stiffness at reference angle, as shown in Equation (14).
The equivalent stiffness terms can be identified with an experimental technique, such as a modal test [14,15]. However, other stiffness terms of a carbon fiber or a binding matrix are difficult to obtain. The k C,i (θ 1 ) term is found on the left side of Equation (14); therefore, the current stiffness ratio in Equation (14) is not a complete expression. Consequently, an additional assumption is required to simplify Equation (13). The effect of the structural stiffness of the carbon fiber is minimal when the equivalent structural stiffness is the lowest among the candidate carbon fiber angles. Therefore, it is assumed that the identified lowest structural stiffness is equivalent to the structural stiffness of the binding matrix, which means zero structural stiffness of the carbon fiber. If the lowest structural stiffness occurs at θ * , Equation (14) can be reformulated using Equation (12), as shown below: The equivalent equation of the viscous damping coefficient in Equation (9) can be expressed by the structural stiffness of the respective carbon fiber and binding matrix for a certain carbon fiber angle θ j , as shown in Equation (16).
If the reference direction of the carbon fiber is set as θ 1 , the viscous damping coefficients between the reference angle and a certain angle θ j can be expressed in Equation (17) because the viscous damping coefficient from a binding matrix is constant for any carbon fiber angle. 1 Similar to the structural stiffness case, the ratio of the viscous damping coefficients can be reformulated as shown in Equation (18).
Equation (18), however, remains an incomplete formula because the unknown c C,i (θ 1 ) exists on the right side of the equation. Therefore, additional conditions are required to clarify Equation (18). The magnitude of the viscous damping coefficient of the binding matrix is dominant compared to that of the carbon fiber [10][11][12][13]. The equivalent viscous damping coefficient may be subjective for the small viscous damping coefficient of a carbon fiber under the parallel combination of two damping coefficients. If the smallest viscous damping coefficient is found at the carbon fiber angle θ * * , the approximated c C,i (θ * * ) can be assumed to be equal to c eq,i (θ * * ) under a minimal error so that c C,i (θ 1 ) can be replaced by c eq,i (θ 1 ) from Equation (19). Therefore, the damping ratio in Equation (18) can be represented by the approximated formulation, as shown in Equation (20).
The sensitivity index can be proposed for two types of sensitivity formulas: the direct approach in Equations (10)- (11) and the ratio of modal parameters in Equations (15) and (20), respectively. As in a previous study [24], the discrete increase in the carbon fiber angle can be handled with the averaged modal variables, ξ avg, j and ω avg,j , whose average values are between the (j−1) th angle and j th angle (j = 1 is the default angle). The sensitivity index regarding the direct derivative of the equivalent parameters, both the structural stiffness and viscous damping, for the i th mode are written in Equations (21) and (22) for a certain angle θ j , respectively. In addition, the partial sensitivity indices for the carbon fiber only are derived in Equations (23) and (24) for a certain angle θ j in a form similar to the previous ones. Here, N is the total number of selected carbon fiber angles.
All theoretical equations are based on two basic assumptions; the first is that the nature of CFRP structure can be allowable to be representative with two sub-parts, the carbon fiber and the binding matrix; the second is that the nature of a binding matrix does not change but the nature of a carbon fiber changes according to the carbon fiber angle. Therefore, previous theoretical equations may be spoiled if these two assumptions are not accepted for the concerned CFRP structure.

Modal Parameter Identification of CFRP Specimen
The proposed sensitivity indices require modal parameters obtained from CFRP specimens with different carbon fiber angles. The CFRP specimen was designed as a simple rectangular shape with dimensions of 80 mm (W) × 150 mm (L) × 3 mm (H) with a certain carbon fiber angle θ, as illustrated in Figure 1. A large composite plate was prepared from 12 layers of pre-implemented USN 250A (SK Chemical, Seongnam, Republic of Korea) and manufactured using an autoclave curing process (125 • C maximum temperature). The small-scale CFRP specimens were cut from a large CFRP plate at five different angles: specimens with different carbon fiber angles. The CFRP specimen was designed as a simple rectangular shape with dimensions of 80 mm (W) × 150 mm (L) × 3 mm (H) with a certain carbon fiber angle , as illustrated in Figure 1. A large composite plate was prepared from 12 layers of pre-implemented USN 250A (SK Chemical, Seongnam, Republic of Korea) and manufactured using an autoclave curing process (125° C maximum temperature). The small-scale CFRP specimens were cut from a large CFRP plate at five different angles: = 0°, = 30°, = 45°, = 0°, = 90°. The specific configuration of the CFRP specimen is shown in Figure 2, including seven uniaxial (Z-direction) accelerometer (model: 3225F2, Dytran, Chatsworth, CA, USA) attachment locations. The mass loading effect from the attachment of seven accelerometers can be neglected because the total weight of accelerometers (1(g) × 7 = 7(g)) is much smaller than the weight of CFRP specimen, 56.5 g [24]. The sensor locations were selected to identify the dynamic behavior of the CFRP specimen by distributing them in an evenly spaced manner. The modal parameters were identified using experimental modal testing with an impact hammer under the free-free boundary conditions of the CFRP specimens. The free- The specific configuration of the CFRP specimen is shown in Figure 2, including seven uniaxial (Z-direction) accelerometer (model: 3225F2, Dytran, Chatsworth, CA, USA) attachment locations. The mass loading effect from the attachment of seven accelerometers can be neglected because the total weight of accelerometers (1(g) × 7 = 7(g)) is much smaller than the weight of CFRP specimen, 56.5 g [24]. The sensor locations were selected to identify the dynamic behavior of the CFRP specimen by distributing them in an evenly spaced manner.
The proposed sensitivity indices require modal parameters obtained from CFRP specimens with different carbon fiber angles. The CFRP specimen was designed as a simple rectangular shape with dimensions of 80 mm (W) × 150 mm (L) × 3 mm (H) with a certain carbon fiber angle , as illustrated in Figure 1. A large composite plate was prepared from 12 layers of pre-implemented USN 250A (SK Chemical, Seongnam, Republic of Korea) and manufactured using an autoclave curing process (125° C maximum temperature). The small-scale CFRP specimens were cut from a large CFRP plate at five different angles: = 0°, = 30°, = 45°, = 0°, = 90°. The specific configuration of the CFRP specimen is shown in Figure 2, including seven uniaxial (Z-direction) accelerometer (model: 3225F2, Dytran, Chatsworth, CA, USA) attachment locations. The mass loading effect from the attachment of seven accelerometers can be neglected because the total weight of accelerometers (1(g) × 7 = 7(g)) is much smaller than the weight of CFRP specimen, 56.5 g [24]. The sensor locations were selected to identify the dynamic behavior of the CFRP specimen by distributing them in an evenly spaced manner. The modal parameters were identified using experimental modal testing with an impact hammer under the free-free boundary conditions of the CFRP specimens. The free- The modal parameters were identified using experimental modal testing with an impact hammer under the free-free boundary conditions of the CFRP specimens. The free-free boundary condition can be obtained by laying the CFRP specimen on a rubber band, whose stiffness is low enough to be neglected when compared to the structural stiffness of the CFRP specimens. The tested CFRP specimen suspended with a rubber band is shown in Figure 3. The frequency band of interest was selected to be between 10 Hz and 4096 Hz, and all frequency response functions (FRFs) were recorded as averaged one from ten times of measured data. The impact location was set to #4. The modal parameters of the CFRP specimens were calculated from the measured FRFs for all five carbon fiber angles. The modal parameters were verified in previous studies [23,24] for the first five modes (three bending modes and two twisting modes) and were used in this study, as summarized in Table 1. The mode tracking for the five modes of interest was conducted for CFRR specimens by three indicators, the MAC value, the variation of resonance frequency and the variation of viscous modal coefficient in the previous study [23]. The corresponding structural stiffness and viscous damping coefficient are plotted in Figures 4 and 5, respectively. It can be observed that the variation in the structural stiffness seems to be similar to that of the viscous damping coefficient for all modes of interest, except for the third bending mode. As the carbon fiber angle increases, the variations of resonance frequency for the first two bending modes and the first twisting mode decrease, and that of resonance frequency for the second twisting mode decreases until θ 3 and then increases up to θ 5 . The variation of the viscous damping coefficient for the corresponding four modes showed similar trends as increasing the carbon fiber angle. On the other hand, the structural stiffness increases constantly but the viscous damping coefficient decreases until θ 2 and then increases up to θ 5 for third bending mode. whose stiffness is low enough to be neglected when compared to the structural stiffness of the CFRP specimens. The tested CFRP specimen suspended with a rubber band is shown in Figure 3. The frequency band of interest was selected to be between 10 Hz and 4096 Hz, and all frequency response functions (FRFs) were recorded as averaged one from ten times of measured data. The impact location was set to #4. The modal parameters of the CFRP specimens were calculated from the measured FRFs for all five carbon fiber angles. The modal parameters were verified in previous studies [23,24] for the first five modes (three bending modes and two twisting modes) and were used in this study, as summarized in Table 1. The mode tracking for the five modes of interest was conducted for CFRR specimens by three indicators, the MAC value, the variation of resonance frequency and the variation of viscous modal coefficient in the previous study [23]. The corresponding structural stiffness and viscous damping coefficient are plotted in Figures 4 and 5, respectively. It can be observed that the variation in the structural stiffness seems to be similar to that of the viscous damping coefficient for all modes of interest, except for the third bending mode. As the carbon fiber angle increases, the variations of resonance frequency for the first two bending modes and the first twisting mode decrease, and that of resonance frequency for the second twisting mode decreases until and then increases up to . The variation of the viscous damping coefficient for the corresponding four modes showed similar trends as increasing the carbon fiber angle. On the other hand, the structural stiffness increases constantly but the viscous damping coefficient decreases until and then increases up to for third bending mode.

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous damping coefficient-can be analyzed with sensitivity indices in Equations (21) and (22), respectively, and the variation of both parameters relating to the carbon fiber only can be analyzed with the proposed sensitivity indices in Equations (23) and (24)

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous damping coefficient-can be analyzed with sensitivity indices in Equations (21) and (22), respectively, and the variation of both parameters relating to the carbon fiber only can be analyzed with the proposed sensitivity indices in Equations (23) and (24)

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous damping coefficient-can be analyzed with sensitivity indices in Equations (21) and (22), respectively, and the variation of both parameters relating to the carbon fiber only can be analyzed with the proposed sensitivity indices in Equations (23) and (24)

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous damping coefficient-can be analyzed with sensitivity indices in Equations (21) and (22), respectively, and the variation of both parameters relating to the carbon fiber only can be analyzed with the proposed sensitivity indices in Equations (23) and (24)

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous damping coefficient-can be analyzed with sensitivity indices in Equations (21) and (22), respectively, and the variation of both parameters relating to the carbon fiber only can be analyzed with the proposed sensitivity indices in Equations (23) and (24)

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous damping coefficient-can be analyzed with sensitivity indices in Equations (21) and (22), respectively, and the variation of both parameters relating to the carbon fiber only can be analyzed with the proposed sensitivity indices in Equations (23) and (24)

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous damping coefficient-can be analyzed with sensitivity indices in Equations (21) and (22), respectively, and the variation of both parameters relating to the carbon fiber only can be analyzed with the proposed sensitivity indices in Equations (23) and (24)

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous damping coefficient-can be analyzed with sensitivity indices in Equations (21) and (22), respectively, and the variation of both parameters relating to the carbon fiber only can be analyzed with the proposed sensitivity indices in Equations (23) and (24), respectively. The measured modal parameters summarized in Table 1 were used to calculate the sensitivity indices, and the sensitivity results for each parameter are illustrated in Figures 6 and 7, respectively. The measured modal parameters summarized in Table 1 were used to calculate the sensitivity indices, and the sensitivity results for each parameter are illustrated in Figures 6 and  7, respectively. The measured modal parameters summarized in Table 1 were used to calculate the sensitivity indices, and the sensitivity results for each parameter are illustrated in Figures 6 and  7, respectively. The measured modal parameters summarized in Table 1 were used to calculate the sensitivity indices, and the sensitivity results for each parameter are illustrated in Figures 6 and  7, respectively. The sensitivity indices for the structural stiffness show different trends for the two different parameters: the equivalent stiffness and the partial stiffness from the carbon fiber. The sensitivity of the equivalent structural stiffness in Equation (21) is used to compare the variation in structural stiffness between and . However, the proposed sensitivity formula in Equation (23) is the comparison of stiffness between and (reference angle). Accordingly, the difference between the two results of the sensitivity index in Figure 6 may be reasonable. However, both sensitivity indices regarding the structural stiffness have similar objectives by focusing only on the variation of the structural stiffness of the carbon fiber. Because the partial stiffness from the binding matrix is assumed to be constant in the equivalent structural stiffness, the variation in the equivalent structural stiffness may be highly related to the stiffness of the carbon fiber. The sensitivity index of

Sensitivity Sensitivity
Sensitivity Sensitivity Sensitivity Figure 7. Sensitivity analysis results, The measured modal parameters summarized in Table 1 were used to calculate the sensitivity indices, and the sensitivity results for each parameter are illustrated in Figures 6 and  7, respectively. The measured modal parameters summarized in Table 1 were used to calculate the sensitivity indices, and the sensitivity results for each parameter are illustrated in Figures 6 and  7, respectively. The sensitivity indices for the structural stiffness show different trends for the two different parameters: the equivalent stiffness and the partial stiffness from the carbon fiber. The sensitivity of the equivalent structural stiffness in Equation (21) is used to compare the variation in structural stiffness between θ j−1 and θ j . However, the proposed sensitivity formula in Equation (23) is the comparison of stiffness between θ j and θ 1 (reference angle). Accordingly, the difference between the two results of the sensitivity index in Figure 6 may be reasonable. However, both sensitivity indices regarding the structural stiffness have similar objectives by focusing only on the variation of the structural stiffness of the carbon fiber. Because the partial stiffness from the binding matrix is assumed to be constant in the equivalent structural stiffness, the variation in the equivalent structural stiffness may be highly related to the stiffness of the carbon fiber. The sensitivity index of the equivalent structural stiffness is effective for determining the variation in the structural stiffness of the CFRP specimen with respect to the variation in the carbon fiber angle.
Meanwhile, the sensitivity index of the carbon fiber is useful for determining the variation in the stiffness of the carbon fiber compared to the stiffness from the reference fiber angle, and the effect of stiffness from a binding matrix is eliminated during the derivation of the responsible sensitivity in Equation (23). The first two bending modes and first twisting mode decrease with the increasing carbon fiber angle. All sensitivity indices of the equivalent structural stiffness are negative, and the absolute value decreases from the reference carbon fiber angle (=θ 1 ). All sensitivity indices of the structural stiffness ratio are all positive and decrease from the reference carbon fiber angle (=θ 1 ). Furthermore, the third bending mode increases with the increasing carbon fiber angle; the two sensitivity indices are all positive. They generally increase for the equivalent structural stiffness but gradually increase for the stiffness ratio of carbon fiber only. In the second twisting mode, the resonance frequency decreases from θ 1 to θ 3 and then increases up to θ 5 ; the sensitivity index of the equivalent structural stiffness starts from a negative value and decreases up to θ 3 . It then becomes positive and increases up to θ 5 ; the sensitivity index of the stiffness ratio of the carbon fiber is all positive and its value decreases up to θ 3 and then increases rapidly to θ 5 .
The explanation of the difference in the sensitivity indices in Figure 7 can be possible for reasons similar to those in the structural stiffness case. The sensitivity index of the equivalent viscous damping coefficient in Equation (22) is the calculation of variations in the damping coefficient between θ j−1 and θ j and the damping coefficient ratio in Equation (24) is the variation in the damping ratio between θ j and θ 1 (reference angle). Therefore, the sensitivity indices in both cases, i.e., the equivalent viscous damping coefficient and the damping coefficient of the carbon fiber, show different results, which is also reasonable. The variations in the viscous damping coefficients show a similar trend; however, they become more complex as the carbon fiber angle increases. The viscous damping coefficients generally decrease for the first two bending modes and first twisting mode. The third bending mode also generally increases in a trend opposite to those of the previous three modes. The damping coefficient in the second twisting mode starts to decrease up to θ 3 and then increases up to θ 5 . Some exceptions can be found for the bending modes in Figure 5, such that the sensitivity indices of the equivalent damping coefficient shows inconsistencies at local points: the first bending mode (from θ 1 to θ 2 ), the second bending mode (from θ 4 to θ 5 ), and the third bending mode (from θ 1 to θ 2 ). However, the proposed sensitivity index in Equation (24) minimizes the effect of the damping coefficient of the binding matrix so that the sensitivity result from the damping ratio shows consistency in all modes of interest; the sensitivity index decreases for three modes, the first two bending modes and the first twisting mode. The sensitivity index increases for the third bending mode, and the sensitivity decreases up to θ 3 and then increases up to θ 5 .
The two types of sensitivity indices for the structural stiffness and viscous damping coefficient are compared in the same graph to determine the relationship between the structural stiffness and viscous damping coefficient. The sensitivity indices of the equivalent parameters are plotted in Figure 8, and the sensitivity indices for the partial parameters of the carbon fiber are plotted in Figure 9. All sensitivity indices regarding the structural stiffness are assigned to the x-axis; all sensitivity indices regarding the viscous damping coefficient are set to the y-axis. In Figure 8, the general trend of the sensitivity index between the equivalent stiffness and equivalent damping coefficient is apparently proportional; however, some points are omitted from the linear relationship. On the other hand, the sensitivity index relationship between the stiffness of the carbon fiber and the damping coefficient of the carbon fiber is proportional for all modes of interest. The slope of each mode is not similar; it may be dependent on the variation in the resonance frequencies in Table 1. The nonlinearity observed in Figure 8 is caused by the irregularity of the rate of variations in the resonance frequency or the viscous damping coefficient over the variation in the carbon fiber angle. However, the variation in the ratio of the two parameters, both the frequency resonance frequency and the viscous damping coefficient, show a consistent trend in each mode: an increase for the first two bending modes and first twisting mode, a decrease for the third bending mode up to θ 3 , and then an increase up to θ 5 for the second twisting mode.
of each mode can be clearly explained. In the case of the viscous damp effect of the damping coefficient of the carbon fiber remains dominan pared to the damping coefficient of the binding matrix owing to the combination of the equivalent damping coefficient of the CFRP struct proposed sensitivity indices show similar sensitivity trends according the carbon fiber angle, which may lead to a proportional relationship b  It may be useful for design guidelines of CFRP structures that the c stiffness is proportional to the variation in the viscous damping coeffic namic characteristics of the CFRP structure can be identified at the ref angle, changes in structural stiffness at certain mode can be easily pre sponsible mode shape. As follows, the variation in the viscous damp carbon fiber can be expected due to the proportional relationship with ness of a carbon fiber. In particular, since the equivalent viscous dam the CFRP structure is subjective to the viscous damping coefficient o shown in Equation (20), the variation of equivalent viscous damping c Sensitivity (damping) Sensitivity (damping)

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous damping coefficient-can be analyzed with sensitivity indices in Equations (21) and (22), respectively, and the variation of both parameters relating to the carbon fiber only can be analyzed with the proposed sensitivity indices in Equations (23) and (24)

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous damping coefficient-can be analyzed with sensitivity indices in Equations (21) and (22), respectively, and the variation of both parameters relating to the carbon fiber only can be analyzed with the proposed sensitivity indices in Equations (23) and (24)   It may be useful for design guidelines of CFRP structures that the change in structural stiffness is proportional to the variation in the viscous damping coefficient. When the dynamic characteristics of the CFRP structure can be identified at the reference carbon fiber angle, changes in structural stiffness at certain mode can be easily predicted from the responsible mode shape. As follows, the variation in the viscous damping coefficient of a carbon fiber can be expected due to the proportional relationship with the structural stiffness of a carbon fiber. In particular, since the equivalent viscous damping coefficient of the CFRP structure is subjective to the viscous damping coefficient of a carbon fiber as shown in Equation (20) It may be useful for design guidelines of CFRP struc stiffness is proportional to the variation in the viscous d namic characteristics of the CFRP structure can be ident angle, changes in structural stiffness at certain mode ca sponsible mode shape. As follows, the variation in the carbon fiber can be expected due to the proportional rela ness of a carbon fiber. In particular, since the equivalen : third bending mode. effect of the damping coefficient of the carbon fiber remains dominant pared to the damping coefficient of the binding matrix owing to the combination of the equivalent damping coefficient of the CFRP structu proposed sensitivity indices show similar sensitivity trends according the carbon fiber angle, which may lead to a proportional relationship b  It may be useful for design guidelines of CFRP structures that the ch stiffness is proportional to the variation in the viscous damping coeffic namic characteristics of the CFRP structure can be identified at the refe angle, changes in structural stiffness at certain mode can be easily pred sponsible mode shape. As follows, the variation in the viscous dampi carbon fiber can be expected due to the proportional relationship with t ness of a carbon fiber. In particular, since the equivalent viscous dam the CFRP structure is subjective to the viscous damping coefficient o shown in Equation (20), the variation of equivalent viscous damping c Sensitivity (damping) Sensitivity (damping) Figure 9. Sensitivity index comparison of parameters of the carbon fiber between the structural stiffness and the viscous damping coefficient:

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and viscous

Relationship between Structural Stiffness and Viscous Damping Coefficient
The direct variation of both equivalent parameters-structural stiffness and visco the variation in the carbon fiber angle. However, the variation in the ratio of the two parameters, both the frequency resonance frequency and the viscous damping coefficient, show a consistent trend in each mode: an increase for the first two bending modes and first twisting mode, a decrease for the third bending mode up to , and then an increase up to for the second twisting mode. The variation in the structural stiffness of the carbon fiber may be dominant for the equivalent structural stiffness. Accordingly, the sensitivity index from the structural stiffness is reasonably changed by varying the carbon fiber angle. The maximum structural condition is given by the unique mode shape in each mode, and the increase or decrease of each mode can be clearly explained. In the case of the viscous damping coefficient, the effect of the damping coefficient of the carbon fiber remains dominant, even when compared to the damping coefficient of the binding matrix owing to the assumed parallel combination of the equivalent damping coefficient of the CFRP structure. Therefore, the proposed sensitivity indices show similar sensitivity trends according to the increase in the carbon fiber angle, which may lead to a proportional relationship between them.  It may be useful for design guidelines of CFRP structures that the change in structural stiffness is proportional to the variation in the viscous damping coefficient. When the dynamic characteristics of the CFRP structure can be identified at the reference carbon fiber angle, changes in structural stiffness at certain mode can be easily predicted from the responsible mode shape. As follows, the variation in the viscous damping coefficient of a carbon fiber can be expected due to the proportional relationship with the structural stiffness of a carbon fiber. In particular, since the equivalent viscous damping coefficient of the CFRP structure is subjective to the viscous damping coefficient of a carbon fiber as shown in Equation (20), the variation of equivalent viscous damping coefficient of CFRP Sensitivity (damping)

Sensitivity (damping)
: second bending mode, the variation in the carbon fiber angle. How rameters, both the frequency resonance fre show a consistent trend in each mode: an i first twisting mode, a decrease for the third up to 5 for the second twisting mode. The variation in the structural stiffness equivalent structural stiffness. Accordingly, ness is reasonably changed by varying the condition is given by the unique mode shap of each mode can be clearly explained. In th effect of the damping coefficient of the carb pared to the damping coefficient of the bi combination of the equivalent damping coe proposed sensitivity indices show similar s the carbon fiber angle, which may lead to a It may be useful for design guidelines o stiffness is proportional to the variation in th namic characteristics of the CFRP structure angle, changes in structural stiffness at certa sponsible mode shape. As follows, the vari carbon fiber can be expected due to the prop ness of a carbon fiber. In particular, since t : third bending mode.
The variation in the structural stiffness of the carbon fiber may be dominant for the equivalent structural stiffness. Accordingly, the sensitivity index from the structural stiffness is reasonably changed by varying the carbon fiber angle. The maximum structural condition is given by the unique mode shape in each mode, and the increase or decrease of each mode can be clearly explained. In the case of the viscous damping coefficient, the effect of the damping coefficient of the carbon fiber remains dominant, even when compared to the damping coefficient of the binding matrix owing to the assumed parallel combination of the equivalent damping coefficient of the CFRP structure. Therefore, the proposed sensitivity indices show similar sensitivity trends according to the increase in the carbon fiber angle, which may lead to a proportional relationship between them.
It may be useful for design guidelines of CFRP structures that the change in structural stiffness is proportional to the variation in the viscous damping coefficient. When the dynamic characteristics of the CFRP structure can be identified at the reference carbon fiber angle, changes in structural stiffness at certain mode can be easily predicted from the responsible mode shape. As follows, the variation in the viscous damping coefficient of a carbon fiber can be expected due to the proportional relationship with the structural stiffness of a carbon fiber. In particular, since the equivalent viscous damping coefficient of the CFRP structure is subjective to the viscous damping coefficient of a carbon fiber as shown in Equation (20), the variation of equivalent viscous damping coefficient of CFRP structure can be predicted directly from the observation of variations in structural stiffness.

Conclusions
The variation in the structural stiffness was compared with the variation in the viscous damping coefficient in a CFRP structure with an increase in the carbon fiber angle. Because the variation from the binding matrix was very small compared with that from a carbon fiber in the CFRP structure, the proposed sensitivity index dealt with the ratio of both parameters-the structural stiffness, and the viscous damping coefficient-without considering the parameters of the binding matrix. An evaluation of dynamic variation in the CFRP structure was conducted for two sensitivity formulas: the first was the direct derivative of the equivalent parameters and the second was the ratio of the concerned parameters of the carbon fiber only. A sensitivity analysis was conducted with the measured modal parameters from a previous study, and the relationship between the structural stiffness and the viscous damping coefficient was evaluated. The sensitivity index of the structural stiffness of the carbon fiber was proportional to that of the viscous damping coefficient of the carbon fiber, and the linearity was slightly degraded for the sensitivity indices of the equivalent parameters. In particular, the sensitivity of the viscous damping coefficient was highly affected by the equivalent damping coefficient of the CFRP structure owing to the parallel combination of the equivalent damping coefficient. Two comparisons of the relationship between the structural stiffness and the viscous damping coefficient revealed the novelty of the proposed sensitivity index for evaluating the variation in the dynamic characteristics of the CFRP structure.

Data Availability Statement:
The data presented in this study are available on request from the corresponding author.