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Article

Re-Evaluating the Classical Falling Body Problem

by
Essam R. El-Zahar
1,2,*,
Abdelhalim Ebaid
3,
Abdulrahman F. Aljohani
3,
José Tenreiro Machado
4 and
Dumitru Baleanu
5,6,7
1
Department of Mathematics, College of Sciences and Humanities in Al Kharj, Prince Sattam bin Abdulaziz University, Alkharj 11942, Saudi Arabia
2
Department of Basic Engineering Science, Faculty of Engineering, Menofia University, Shebin El-Kom 32511, Egypt
3
Department of Mathematics, Faculty of Science, University of Tabuk, P.O. Box 741, Tabuk 71491, Saudi Arabia
4
Institute of Engineering, Polytechnic of Porto, Rua Dr. António Bernardino de Almeida, 431, 4249-015 Porto, Portugal
5
Department of Mathematics, Cankaya University, Ankara 06530, Turkey
6
Institute of Space Sciences, P.O. BOX MG-23, RO-077125 Magurele-Bucharest, Romania
7
Department of Medical Research, China Medical University Hospital, China Medical University, Taichung 40402, Taiwan
*
Author to whom correspondence should be addressed.
Mathematics 2020, 8(4), 553; https://doi.org/10.3390/math8040553
Submission received: 16 March 2020 / Revised: 28 March 2020 / Accepted: 31 March 2020 / Published: 9 April 2020
(This article belongs to the Section Mathematical Physics)

Abstract

:
This paper re-analyzes the falling body problem in three dimensions, taking into account the effect of the Earth’s rotation (ER). Accordingly, the analytic solution of the three-dimensional model is obtained. Since the ER is quite slow, the three coupled differential equations of motion are usually approximated by neglecting all high order terms. Furthermore, the theoretical aspects describing the nature of the falling point in the rotating frame and the original inertial frame are proved. The theoretical and numerical results are illustrated and discussed.

1. Introduction

In recent years, the classical falling body problem (FBP) and the two-dimensional projectile motion [1,2,3,4,5,6,7,8,9,10,11] have been re-evaluated. The FBP has been modeled as the vertical motion of a particle near to the Earth’s gravitational field [12,13,14]; that is, as a problem formulated in one dimension. Hence, the results obtained in [12,13,14] are only valid in a fixed non-rotating frame. Thus, the effect of Earth’s rotation (ER) on the FBP and on the projectile motion, was not taken into account. This paper addresses such effect of the ER by analyzing the three-dimensional model of a falling body under the action of the Earth’s gravitational field.
For a clear description of the problem, let us suppose that r = x ( t ) , y ( t ) , z ( t ) is the vector of Q near the Earth surface, relative to the surface point P; see Figure 1. The governing equations are given by [15,16]:
x ( t ) = 2 ω cos λ y ( t ) + ω 2 x ( t ) cos λ + R + z ( t ) sin λ cos λ ,
y ( t ) = 2 ω cos λ x ( t ) 2 ω sin λ z ( t ) + ω 2 y ( t ) ,
z ( t ) = g + 2 ω sin λ y ( t ) + ω 2 x ( t ) cos λ + R + z ( t ) sin λ sin λ ,
where g represents the acceleration due to gravity, ω denotes the Earth’s angular velocity, λ [ 0 , π ] is the colatitude, and R stands for the Earth’s radius. Here, the x-, y-, and z- directions points to south, east, and up, respectively. For analysing the effects of the ER on the FBP we assume that a particle is released from rest at the point Q = ( x 0 , y 0 , z 0 ) under the Earth’s gravitational field. Accordingly, the initial conditions (ICs) are defined as
x ( 0 ) = x 0 , y ( 0 ) = y 0 , z ( 0 ) = z 0 , x ( 0 ) = 0 , y ( 0 ) = 0 , z ( 0 ) = 0 .
The transformation between the two systems of coordinates ( x , y , z ) and ( X , Y , Z ) in Figure 1 is governed by [16]:
X = x cos λ cos ϕ y sin ϕ + R + z sin λ cos ϕ ,
Y = x cos λ sin ϕ + y cos ϕ + R + z sin λ sin ϕ ,
Z = x sin λ + R + z cos λ ,
where λ and ϕ are the colatitude and longitude of the surface point P, respectively, and R is the Earth’s radius as mentioned above. However, to include the ER effect, we need to set ϕ = ω t in Equations (5)–(7). Therefore, the transformation between the frames ( x , y , z ) and ( X , Y , Z ) after a time t is given by [16]:
X = x cos λ cos ω t y sin ω t + R + z sin λ cos ω t ,
Y = x cos λ sin ω t + y cos ω t + R + z sin λ sin ω t ,
Z = x sin λ + R + z cos λ .
In the literature [15,16], Model (1)–(4) has been solved for a special case, namely for x 0 = y 0 = 0 , where all terms of order superior to ω 2 are neglected. The objective of this paper is to re-address the approach adopted in [15,16] for solving Model (1)–(4) when x 0 0 and y 0 0 . As one should expect, in the follow-up, it will be shown that the current solutions reduce to the previous ones [15,16] when x 0 and y 0 vanish. In addition, several Lemmas are proven for the geometrical properties of the falling point in the two frames. Finally, the theoretical results will be illustrated through several numerical examples.

2. The Classical Approximate Solution

The ER is quite slow [15,16], and we find the value ω = 7.27 × 10 5 s 1 . From Equation (1), the biggest term ω 2 R sin λ cos λ reaches its maximum value 0.016 when λ = π / 4 . Also, from Equation (3), it is noted that the maximum value of the product ω 2 R sin 2 λ is approximately 0.03 when λ = π / 2 . At other values of λ , these products are too small, and hence, the present analysis may still be effective, even for all planets such that their realistic data satisfy ω 2 R 1 . In addition, if ω 2 R approaches one, the terms of order ω 2 and maybe other higher orders should be considered. Hence, in the classical perspective, it is sufficient, in the present paper, to work up to the first order in ω . Accordingly, all terms of order ω 2 are ignored. At this level of accuracy, as ω 2 0 , the equations of Motion (1)–(3) reduce to
x ( t ) = 2 ω cos λ y ( t ) ,
y ( t ) = 2 ω cos λ x ( t ) 2 ω sin λ z ( t ) ,
z ( t ) = g + 2 ω sin λ y ( t ) ,
Integrating Equations (11) and (13) once with respect to t and implementing the IC (4), we obtain
x ( t ) = 2 ω cos λ y ( t ) y 0 ,
z ( t ) = g t + 2 ω sin λ y ( t ) y 0 .
Inserting Equations (14) and (15) into (12), we have
y ( t ) = 4 ω 2 cos 2 λ y ( t ) y 0 + 2 ω g sin λ t 4 ω 2 sin 2 λ y ( t ) y 0 ,   = 2 ω g sin λ t 4 ω 2 y ( t ) y 0 .
Neglecting the term of order ω 2 in (16), yields
y ( t ) = 2 ω g sin λ t .
Integrating Equation (17) twice with respect to t in view of the IC (4), we obtain
y ( t ) = y 0 + 1 3 ω g sin λ t 3 + O ( ω 2 ) .
Substituting Equation (18) into (14) and (15) and solving the resulting differential equations, we obtain x ( t ) and z ( t ) :
x ( t ) = x 0 + O ( ω 2 ) ,
z ( t ) = z 0 1 2 g t 2 + O ( ω 2 ) ,
where the terms of order ω 2 were ignored and the ICs (4) were implemented. Clearly, when x 0 = 0 , y 0 = 0 , we recover the solutions in the literature [15,16]. It is observed from Equation (18) that the factor ω g sin λ is positive λ ( 0 , π ) . Accordingly, the particle is drifting away towards the east.

3. Re-analysis of the FBP

Assume that the falling body, released from Q, hits the x y -plane at a point G; see Figure 2. Then, the time T required for the body to hit the x y -plane is obtained from Equation (20) as
T = 2 z 0 g .
The Cartesian coordinates ( x G , y G , z G ) of the point G in the local frame ( x , y , z ) are given from Equations (18)–(20) by
x G = x 0 , y G = y 0 + 1 3 ω g sin λ T 3 , z G = 0 ,
where y G is the total eastward displacement. Let us now suppose that the point G is at a distance ρ from the surface point P and that the angle between the vector PG and the x-axis is denoted by δ . Then, the polar coordinates ( ρ , δ ) of G are
ρ = x G 2 + y G 2 = x 0 2 + y 0 + 1 3 ω g sin λ T 3 2 ,
δ = tan 1 y G x G = tan 1 3 y 0 + ω g sin λ T 3 3 x 0 , x 0 0 .
In general, the point G does not lie on the Earth’s surface when ρ 0 and, therefore, G is slightly above the ground in such case. It is noted from Equation (23) that ρ 0 if, at least, one of the three quantities x 0 , y 0 or sin λ is non-zero. This issue and some other properties of the point G are discussed by the following lemmas.
Lemma 1.
If S denotes to Earth’s surface, then G ∉ S if one of the following conditions is satisfied
1. 
x 0 = 0 , y 0 = 0 , λ ( 0 , π ) ,
2. 
x 0 = 0 , y 0 0 , λ [ 0 , π ] ,
3. 
x 0 0 , y 0 = 0 , λ [ 0 , π ] ,
4. 
x 0 0 , y 0 0 , λ [ 0 , π ] .
Proof. 
It is sufficient to prove that the distance OG (from the center of Earth to the point G) is greater than the Earth’s radius R (i.e., OG > R ). From the geometry of the problem, the triangle OPG is a right angled triangle at P. Therefore, the distance OG is given by
OG = R 2 + ρ 2 ,   = R 1 + ρ R 2 ,   = R 1 + ϵ 2 , where ϵ = ρ R .
From Equation (23), ϵ is obtained as
ϵ = ρ R = x 0 R 2 + y 0 R + ω g T 3 sin λ 3 R 2 .
It is clear from Equation (25) that OG > R , i.e., G ∉ S, when ϵ 0 . At x 0 = y 0 = 0 , we have from Equation (26) that ϵ = ω g T 3 sin λ 3 R 0 for λ ( 0 , π ) . This proves the first case.
When x 0 = 0 and y 0 0 , we find that ϵ = y 0 R + ω g T 3 sin λ 3 R 0 for λ [ 0 , π ] , which proves the second case. The rest of the cases can also be proved following an identical procedure. □
Lemma 2.
If G belongs to the Earth’s surface, where x 0 = 0 , y 0 = 0 , and λ { 0 , π } , then G is located at
1. 
The North pole of Earth if λ = 0 ,
2. 
The South pole of Earth if λ = π .
Proof. 
If we set x 0 = 0 , y 0 = 0 and λ = 0 or π in Equation (23), then we obtain ρ = 0 , which implies that ϵ = 0 . Hence, Equation (25) leads to OG=R and, thus, G ∈ S. To specify whether G is the North or the South pole of Earth, let us calculate the Cartesian coordinates ( X G , Y G , Z G ) of G in the inertial frame ( X , Y , Z ) . At t = T , we have from Equations (8)–(10) that
X G = x G cos λ cos ω T y G sin ω T + R + z G sin λ cos ω T ,
Y G = x G cos λ sin ω T + y G cos ω T + R + z G sin λ sin ω T ,
Z G = x G sin λ + R + z G cos λ .
Substituting x 0 = y 0 = 0 into Equation (22), yields
x G = 0 , y G = 1 3 ω g sin λ T 3 , z G = 0 ,
Inserting Equation (30) into (27)–(29), we have
X G = 1 3 ω g sin λ T 3 sin ω T + R sin λ cos ω T ,
Y G = 1 3 ω g sin λ T 3 cos ω T + R sin λ sin ω T ,
Z G = R cos λ .
At λ = 0 , we obtain
X G = 0 , Y G = 0 , Z G = R ,
that are the Cartesian coordinates of the North pole in the frame ( X , Y , Z ) . Also, we have from Equations (31)–(33) at λ = π that
X G = 0 , Y G = 0 , Z G = R ,
which are equivalent to the Cartesian coordinates of the South pole. □

4. Results and Discussion

This section presents several numerical examples illustrating the application of the previous models. Furthermore, the two Lemmas presented previously will be validated during the discussion.
Table 1 lists the values of the falling time T given by Equation (21). Moreover, the Cartesian coordinates of Equation (22) of the falling point G in the frame ( x , y , z ) are calculated at ten different cases of the colatitude λ and the release point Q = ( x 0 , y 0 , z 0 ) . Table 2 gives the corresponding polar coordinates ( ρ , δ ) of G and the distance OG for the ten cases considered in Table 1.
In the cases 1 and 2 of Table 1, we consider x 0 = y 0 = 0 , λ = 0 and π , respectively. The results of such two cases show that G = ( 0 , 0 , 0 ) , which represents the origin of the local frame ( x , y , z ) . The corresponding value of ρ is zero, as shown in Table 2, meaning that G ∈ S (i.e., G lies on the Earth’s surface), which follows Lemma 2.
Cases 3-10 occur when at least one of the values x 0 or y 0 is non-zero. We have that λ { 0 , π } , indicating that the Cartesian coordinates of G have two zeros at most, as shown in Table 1, therefore, we get ρ 0 for the cases 3-10 of Table 2. Consequently, we have G ∉ S, as proved by Lemma 1. In addition, the first two cases in Table 2 show that the distance OG is equal to the Earth’s radius (hence, G ∈ S) while the rest of the cases confirms that OG is greater than the Earth’s radius (thus, G ∉ S), which agrees with the results of Lemma 1.
In the follow-up, it is assumed that z 0 0 in all figures, because when z 0 = 0 we have from Equation (21) that T = 0 , which is meaningless. Figure 3 displays the variation of ρ versus the colatitude λ in the interval [ 0 , π ] at several release points Q = ( x 0 , y 0 , z 0 ) , where x 0 = y 0 = 0 . This figure shows that the distance ρ vanishes at λ = 0 and λ = π , but we have ρ 0 for λ ( 0 , π ) . In Figure 4, Figure 5 and Figure 6, ρ is depicted against λ at three additional cases as follows. In Figure 4, Figure 5 and Figure 6, we consider (i) x 0 = 0 and y 0 0 , (ii) x 0 0 and y 0 = 0 , and (iii) x 0 0 and y 0 0 , respectively. From Figure 4, Figure 5 and Figure 6 It is observed that ρ does not vanish for any value of λ [ 0 , π ] . Hence, from Equation (26), we find that ϵ 0 , and therefore, Equation (25) leads to OG > R . This is in full agreement with the preceding Lemmas. The calculations introduced in Table 1 and Table 2, by implementing realistic data for the angular velocity and the acceleration due to gravity of Earth, are just to confirm and support the obtained theoretical Lemmas. The present results are also applicable for other planets or space bodies such that ω 2 R 1 . Moreover, it can be generalized, taking into account a resisting medium of valuable density [17].

5. Conclusions

In this paper, the three dimensional model of the FBP near to the Earth’s surface was analyzed, taking into account the ER. The analytic solutions of the three coupled equations of motion were obtained when higher orders terms of the angular velocity of Earth are neglected. The properties of the falling point in the rotating frame and the original inertial frame were given by means of two Lemmas. The conditions at which the falling point belongs to the Earth’s surface were theoretically discussed and then validated. Furthermore, the effects of the colatitude λ and the Cartesian coordinates of the release point Q = ( x 0 , y 0 , z 0 ) on the final location of the falling point G = ( x G , y G , z G ) were discussed in detail. It may be helpful to refer to the limitations of the present study, which requires that ω 2 R 1 . For other planets in which ω 2 R is very close to one, the terms of order ω 2 and maybe other higher orders should be considered. In addition, if ω 2 R 1 , then all terms of ω should be taken into account, this deserves future consideration in a separate paper.

Author Contributions

Conceptualization, J.T.M.; data curation, A.F.A. and D.B.; formal analysis, A.E. and J.T.M.; funding acquisition, E.R.E.-Z. and D.B.; investigation, A.F.A.; methodology, A.E. and J.T.M.; project administration, A.E. and E.R.E.-Z.; resources, E.R.E.-Z.; software, E.R.E.-Z.; visualization, A.F.A. and E.R.E.-Z.; writing—original draft, A.E. and A.F.A.; writing—review and editing, E.R.E.-Z. and A.E. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Acknowledgments

The authors would like to thank the referees for their valuable comments and suggestions, which helped to improve the manuscript. Moreover, the first author thanks Prince Sattam bin Abdulaziz University and Deanship of Scientific Research at Prince Sattam bin Abdulaziz University for their continuous support and encouragement.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Hayen, J.C. Projectile motion in a resistant medium. Part I: Exact solution and properties. Int. J. Nonlinear Mech. 2003, 38, 357–369. [Google Scholar] [CrossRef]
  2. Hayen, J.C. Projectile motion in a resistant medium. Part II: Approximate solution and estimates. Int. J. Non-linear Mech. 2003, 38, 371–380. [Google Scholar] [CrossRef]
  3. Weinacht, P.; Cooper, G.R.; Newill, J.F. Analytical Prediction of Trajectories for High-Velocity Direct-Fire Munitions; Technical report ARL-TR-3567; US Army Research Laboratory: Adelphi, MD, USA, 2005. [Google Scholar]
  4. Yabushita, K.; Yamashita, M.; Tsuboi, K. An analytic solution of projectile motion with the quadratic resistance law using the homotopy analysis method. J. Phys. A Math. Theor. 2007, 40, 8403–8416. [Google Scholar] [CrossRef]
  5. Benacka, J. Solution to projectile motion with quadratic drag and graphing the trajectory in spreadsheets. Int. J. Math. Educ. Sci. Technol. 2010, 41, 373–378. [Google Scholar] [CrossRef]
  6. Benacka, J. On high-altitude projectile motion. Can. J. Phys. 2011, 89, 1003–1008. [Google Scholar] [CrossRef]
  7. Ebaid, A. Analysis of projectile motion in view of the fractional Calculus. Appl. Math. Model. 2011, 35, 1231–1239. [Google Scholar] [CrossRef]
  8. Rosales, J.J.; Guia, M.; Gomez, F.; Aguilar, F.; Martinez, J. Two-dimensional fractional projectile motion in a resisting medium. Cent. Eur. J. Phys. 2014, 12, 517–520. [Google Scholar] [CrossRef]
  9. Ahmad, B.; Batarfi, H.; Nieto, J.J.; Otero-Zarraquinos, O.; Shammakh, W. Projectile motion via Riemann-Liouville calculus. Adv. Differ. Equ. 2015. [Google Scholar] [CrossRef] [Green Version]
  10. Alharbi, F.M.; Baleanu, D.; Ebaid, A. Physical properties of the projectile motion using the conformable derivative. Chin. J. Phys. 2019, 58, 18–28. [Google Scholar] [CrossRef]
  11. Ebaid, A.; El-Zahar, E.R.; Aljohani, A.F.; Salah, B.; Krid, M.; Machado, J.T. Analysis of the two-dimensional fractional projectile motion in view of the experimental data. Nonlinear Dyn. 2019, 97, 1711–1720. [Google Scholar] [CrossRef]
  12. Fa, K.S. A falling body problem through the air in view of the fractional derivative approach. Physica A 2005, 350, 199–206. [Google Scholar] [CrossRef]
  13. Garcia, J.J.R.; Calderon, M.G.; Ortiz, J.M.; Baleanu, D. Motion of a particle in a resisting medium using fractional calculus approach. Proc. Rom. Acad. A 2013, 14, 42–47. [Google Scholar]
  14. Ebaid, A.; Masaedeh, B.; El-Zahar, E. A new fractional model for the falling body problem. Chin. Phys. Lett. 2017, 34, 020201. [Google Scholar] [CrossRef]
  15. Spiegel, M.R. Schaum’s Outline of Theory and Problems of Theoretical Mechanics; Mc-Graw-Hill: New York, NY, USA, 1967. [Google Scholar]
  16. Poisson, E. Advanced Mechanics; Lecture Notes (January 2008); Department of Physics, University of Guelph: Guelph, ON, Canada, 2008. [Google Scholar]
  17. Leikanis, E. On the motion of a particle through a resisting medium of valuable density. Am. Math. Mon. 1954, 61, 117–119. [Google Scholar] [CrossRef]
Figure 1. The inertial/local frames are ( x , y , z ) and ( X , Y , Z ) , respectively. The x , y , and z directions point to the south, east, and up (away from the Earth’s surface).
Figure 1. The inertial/local frames are ( x , y , z ) and ( X , Y , Z ) , respectively. The x , y , and z directions point to the south, east, and up (away from the Earth’s surface).
Mathematics 08 00553 g001
Figure 2. The particle, at rest, is released from Q in the local Cartesian ( x , y , z ) frame and hits the x y - plane at a point G. The angle between PG and the x-axis is denoted by δ .
Figure 2. The particle, at rest, is released from Q in the local Cartesian ( x , y , z ) frame and hits the x y - plane at a point G. The angle between PG and the x-axis is denoted by δ .
Mathematics 08 00553 g002
Figure 3. Variation of ρ versus the colatitude λ at different Q = ( x 0 , y 0 , z 0 ) when x 0 = 0 , y 0 = 0 , and z 0 0 .
Figure 3. Variation of ρ versus the colatitude λ at different Q = ( x 0 , y 0 , z 0 ) when x 0 = 0 , y 0 = 0 , and z 0 0 .
Mathematics 08 00553 g003
Figure 4. Variation of ρ versus the colatitude λ at different Q = ( x 0 , y 0 , z 0 ) when x 0 = 0 , y 0 0 , and z 0 0 .
Figure 4. Variation of ρ versus the colatitude λ at different Q = ( x 0 , y 0 , z 0 ) when x 0 = 0 , y 0 0 , and z 0 0 .
Mathematics 08 00553 g004
Figure 5. Variation of ρ versus the colatitude λ at different Q = ( x 0 , y 0 , z 0 ) when x 0 0 , y 0 = 0 , and z 0 0 .
Figure 5. Variation of ρ versus the colatitude λ at different Q = ( x 0 , y 0 , z 0 ) when x 0 0 , y 0 = 0 , and z 0 0 .
Mathematics 08 00553 g005
Figure 6. Variation of ρ versus the colatitude λ at different Q = ( x 0 , y 0 , z 0 ) when x 0 0 , y 0 0 , and z 0 0 .
Figure 6. Variation of ρ versus the colatitude λ at different Q = ( x 0 , y 0 , z 0 ) when x 0 0 , y 0 0 , and z 0 0 .
Mathematics 08 00553 g006
Table 1. The values of the falling time (T) [s] and the Cartesian coordinates of the falling point G in the frame ( x , y , z ) at various values of the colatitude ( λ ) [Radian] and the release point Q.
Table 1. The values of the falling time (T) [s] and the Cartesian coordinates of the falling point G in the frame ( x , y , z ) at various values of the colatitude ( λ ) [Radian] and the release point Q.
CaseColatitude ( λ )
[Radian]
Cartesian Coordinates
of the Release Point Q
Falling Time (T)
[s]
Cartesian Coordinates
of G
x 0
[km]
y 0
[km]
z 0
[km]
x G
[km]
y G
[km]
z G
[km]
10001045.1754000
2 π 001045.1754000
3 π / 4 001045.175400.0154870
4 π / 4 1001045.1754100.0154870
5 π / 4 0101045.1754010.0155000
6 π / 4 10101045.17541010.0155000
7 π / 6 20202063.88772020.0309730
8 π / 6 30303078.24613030.0569020
9 π / 6 40404090.35084040.0876070
10 π / 6 505050101.0155050.1224340
Table 2. The polar coordinates ( ρ , δ ) of G and the distance OG from the center of Earth to the falling point G.
Table 2. The polar coordinates ( ρ , δ ) of G and the distance OG from the center of Earth to the falling point G.
CaseThe Distance ( ρ )
[km]
The Angle ( δ )
[Radian]
The Distance OG
[km]
Description of G
10Not available6.37800000000 G S
20Not available6.37800000000 G S
30.0154871.5707966.37800000002 G S
410.0000000.0015496.37800783946 G S
510.0155001.5707966.37800786374 G S
614.1530910.7861726.37801570318 G S
728.3061810.7861726.37806281248 G S
842.4666620.7863466.37814137640 G S
956.6305240.7864926.37825140742 G S
1070.7973050.7866216.37839292129 G S

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MDPI and ACS Style

El-Zahar, E.R.; Ebaid, A.; Aljohani, A.F.; Tenreiro Machado, J.; Baleanu, D. Re-Evaluating the Classical Falling Body Problem. Mathematics 2020, 8, 553. https://doi.org/10.3390/math8040553

AMA Style

El-Zahar ER, Ebaid A, Aljohani AF, Tenreiro Machado J, Baleanu D. Re-Evaluating the Classical Falling Body Problem. Mathematics. 2020; 8(4):553. https://doi.org/10.3390/math8040553

Chicago/Turabian Style

El-Zahar, Essam R., Abdelhalim Ebaid, Abdulrahman F. Aljohani, José Tenreiro Machado, and Dumitru Baleanu. 2020. "Re-Evaluating the Classical Falling Body Problem" Mathematics 8, no. 4: 553. https://doi.org/10.3390/math8040553

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