Experimental Study and Failure Criterion Analysis on Combined Compression-Shear Performance of Self-Compacting Concrete
Abstract
:1. Introduction
2. Experimental Program
2.1. Concrete Mix Proportion
2.2. Loading Cases
2.3. Test Equipment and Loading Schemes
3. Experimental Results and Analysis
3.1. Shear Failure Modes of SCC
3.2. Uniaxial Compression and Tensile Strength of SCC
3.3. Stress-Strain Curve under Combined Stress of Compression and Shear
3.4. Shear Strength under Different Axial Loading
3.5. Residual and Cohesive Stress under Different Axial Loading
4. Failure Criteria of SCC
4.1. Failure Criteria of Octahedral Space Stress
4.2. Failure Criteria Based on Unified Twin Shear Strength Theory
5. Discussion
6. Conclusions
Author Contributions
Funding
Acknowledgments
Data Availability Statement
Conflicts of Interest
References
- Khayat, K.H.; de Schutter, G. State-of-the-Art Report of the RILEM Technical Committee 228-MPS on Mechanical Properties of Self-Compacting Concrete; Springer: New York, NY, USA, 2014; p. 283. [Google Scholar]
- Okamura, H.; Ouchi, M. Sef-Compacting Concrete. J. Adv. Concr. Technol. 2003, 1, 5–15. [Google Scholar] [CrossRef]
- Okamura, H.; Ouchi, M. Self-Compacting High Performance Concrete. Struct. Eng. Mater. 1998, 1, 378–383. [Google Scholar] [CrossRef]
- Ozawa, K.; Maekaea, K.; Kunishima, M.; Okaura, H. Development of High Performance Concrete Based on the Durability Design of Concrete Structures. In Proceedings of the Second East Asia-Pacific Conference on Structural Engineering and Construction, Chiang Mai, Thailand, 11–13 January 1989. [Google Scholar]
- Upadhyay, H.; Shah, P.; George, E. Testing and Mix Design Method of Self-Compacting Concrete. In Proceedings of the National Conference on Recent Trends in Engineering & Technology, Gujarat, India, 13 May 2011. [Google Scholar]
- Su, N.; Hsb, K.; Chai, H. A Simple Mix Design Method for Self-Compacting Concrete. Cem. Concr. Res. 2001, 31, 1799–1807. [Google Scholar] [CrossRef]
- Shi, L.; Wang, L.; Song, Y.; Shen, L. Dynamic Multiaxial Strength and Failure Criterion of Dam Concrete. Constr. Build. Mater. 2014, 66, 181–191. [Google Scholar] [CrossRef]
- Technical Specification for Application of Self-Compacting Concrete; JGJ/T 283-2012; Ministry of Housing and Urban-Rural Development of People’s Republic of China: Beijing, China; China Architecture & Building Press: Beijing, China, 2012.
- Specification and Guidelines for Self-Compacting Concrete; EFNARC: Farnham, UK, 2002.
- Holschemacher, K.; Klug, Y. A Database for the Evaluation of Hardened Properties of SCC. Leipzig Annu. Civ. Eng. Rep. 2002, 7, 123–134. [Google Scholar]
- Domone, P.L. A Review of the Hardened Mechanical Properties of Self-Compacting Concrete. Cem. Concr. Compos. 2007, 29, 1–12. [Google Scholar] [CrossRef]
- Khayat, K.H.; de Schutter, G. Mechanical Properties of Self-Compacting Concrete; Springer: New York, NY, USA, 2014. [Google Scholar]
- Foraboschi, P. Versatility of Steel in Correcting Construction Deficiencies and in Seismic Retrofitting of RC Buildings. J. Build. Eng. 2016, 8, 107–122. [Google Scholar] [CrossRef]
- Foraboschi, P. Bending Load-Carrying Capacity of Reinforced Concrete Beams Subjected to Premature Failure. Materials 2019, 12, 3085. [Google Scholar] [CrossRef] [Green Version]
- Liu, K. Experimental Study on Behavior of Recycled Concrete under Combined Compressive and Shearing Stresses. Master’s Thesis, Harbin Institute of Technology, Harbin, China, July 2014. (In Chinese). [Google Scholar]
- Yu, Z.; Huang, Q. Mechanics Property of Self-Compacting Lightweight Aggregate Concrete under Combined Compressive-Shear Stress. Acta Mater. Compos. Sin. 2018, 36, 1984–1994. (In Chinese) [Google Scholar]
- Yu, Z.; Huang, Q.; Xie, X.; Xiao, N. Experimental Study and Failure Criterion Analysis of Plain Concrete Under Combined Compression-Shear Stress. Constr. Build. Mater. 2018, 179, 198–206. [Google Scholar] [CrossRef]
- Hussein, A.; Marzouk, H. Behavior of High-Strength Concrete Under Biaxial Stresses. ACI Mater. J. 2000, 97, 27–37. [Google Scholar]
- Song, Y.; Wen, W. Analysis on Compressive-Shear Strength of Roller Compacted Concrete. J. Water Resour. Archit. Eng. 2012, 10, 44–47. [Google Scholar]
- Yu, Z.; Huang, Q.; Xie, X.; Lu, B. Comparative Study on Compressive-Shear Behavior of Ordinary Concrete and Lightweight Aggregate Concrete. Mater. Rev. 2018, 32, 4269–4275. [Google Scholar]
- Usman, M.; Farooq, S.H.; Umair, M.; Hanif, A. Axial Compressive Behavior of Confined Steel Fiber Reinforced High Strength Concrete. Constr. Build. Mater. 2020, 230, 117043. [Google Scholar] [CrossRef]
- Yu, Z.; Huang, Q.; Li, F.; Qin, Y.; Zhang, J. Experimental Study on Mechanical Properties and Failure Criteria of Self-Compacting Concrete Under Biaxial Tension-Compression. J. Mater. Civil Eng. 2019, 31. [Google Scholar] [CrossRef]
- Standard for Test Method of Mechanical Properties on Ordinary Concrete; GB/T 50081-2002; Ministry of Construction of the People’s Republic of China: Beijing, China; China Architecture & Building Press: Beijing, China, 2002.
- Waseem, S.A.; Singh, B. Shear Transfer Strength of Normal and High-Strength Recycled Aggregate Concrete—an Experimental Investigation. Constr. Build. Mater. 2016, 125, 29–40. [Google Scholar] [CrossRef]
- Deng, Z.; Li, Z.; Yang, H. Mechanic Behavior of Recycled Aggregate Concrete Subjected to Compressive-Shear Loading. J. Build. Struct. 2019, 40, 18–24. (In Chinese) [Google Scholar]
- Li, J. Experimental Research on Behavior of High-Strength Concrete under Combined Compressive and Shearing Loadings. J. Civ. Eng. 1997, 3, 74–80. (In Chinese) [Google Scholar]
- Li, J. Experimental Study on Behavior of Recycled Concrete under Combined Compressive and Shearing Stresses. Master’s Thesis, Guangxi University, Nanning, China, June 2017. (In Chinese). [Google Scholar]
- Bresler, B.; Pister, K.S. Strength of Concrete Under Combined Stresses. J. Am. Concr. Inst. 1958, 55, 321–345. [Google Scholar]
- Yu, M. Unified Strength Theory and its Applications, 2nd ed.; Springer: Singapore, 2018. [Google Scholar]
- Guo, Z. Principles of Reinforced Concrete; Tsinghua University Press: Beijing, China, 2013. (In Chinese) [Google Scholar]
- Willam, K.J.; Warnke, E.P. Constitutive Model for the Triaxial Behaviour of Concrete. IABSE 1974, 3, 1–31. [Google Scholar]
- Kang, Q. A Five-Parameter Failure Criterion for Concrete. J. Hohai Univ. 1993, 02, 35–40. (In Chinese) [Google Scholar]
- Wang, H.; Song, Y. Mechanical Properties of Roller Compacted Concrete Under Biaxial Stress State. J. Wuhan Univ. Technol. 2010, 32, 115–119, 131. (In Chinese) [Google Scholar]
Concrete Grade | Cement | Water | Coarse Aggregate | Fine Aggregate | Mineral Powder | Water Reducer |
---|---|---|---|---|---|---|
SCC35 | 385 | 166 | 310 | 720 | 197 | 3.85 |
Coarse Aggregate Types | Apparent Density (/kg·m−3) | Bulk Density (/kg·m−3) | Crushing Index (/%) | Water Absorption Rate (/%) | Particle Size Ranges (/mm) |
---|---|---|---|---|---|
Nature | 2700 | 1465 | 9.1 | 1.2 | 5–20 |
Index | Loading Cases | Axial Pressure | Index | Loading Condition | Axial Pressure |
---|---|---|---|---|---|
SCC-C | uniaxial compression | / | SCC-CS-4 | composite compression-shear | 4 MPa |
SCC-T | uniaxial splitting tensile | / | SCC-CS-6 | compression-shear composite | 6 MPa |
SCC-CS-0 | composite compression-shear | 0 MPa | SCC-CS-8 | composite compression-shear | 8 MPa |
SCC-CS-2 | composite compression-shear | 2 MPa | SCC-CS-10 | composite compression-shear | 10 MPa |
Axial Pressure | |||||||||
---|---|---|---|---|---|---|---|---|---|
Item (1) | Test data (2) | Average (3) | STD (4) | Test data (5) | Average (6) | STD (7) | Test data (8) | Average (9) | STD (10) |
0 | 5.40/5.01/8.07 | 6.16 | 1.67 | 5.27/5.29/8.87 | 6.48 | 1.66 | 0.12/0.06/0.09 | 0.09 | 0.03 |
−2 | 13.59/11.03/13.43 | 12.68 | 1.43 | 9.32/7.99/9.79 | 9.03 | 0.93 | 4.27/3.04/3.64 | 3.65 | 0.62 |
−4 | 15.71/15.10/14.79 | 15.20 | 0.47 | 10.09/10.16/9.76 | 10.00 | 0.21 | 5.62/4.94/5.03 | 5.20 | 0.37 |
−6 | 12.50/16.90/15.07 | 14.82 | 2.21 | 6.43/8.61/7.90 | 7.65 | 1.06 | 5.90/8.29/6.88 | 7.02 | 1.20 |
−8 | 18.93/17.21/15.37 | 17.17 | 1.78 | 9.22/6.61/5.33 | 7.05 | 1.83 | 9.71/9.90/9.80 | 9.80 | 0.10 |
−10 | 22.03/18.32/16.02 | 18.79 | 3.03 | 10.66/7.11/7.21 | 8.33 | 1.92 | 11.37/10.83/8.81 | 10.34 | 0.38 |
Item (1) | Friction Coefficient µ (2) | Cohesive Stress c (3) | R2 (4) |
---|---|---|---|
SCC Shear strength | 1.1065 | 8.4566 | 0.932 |
SCC Residual strength | 1.0866 | 0.5447 | 0.989 |
NC Shear strength [17] | 1.96 | 3.27 | 0.972 |
© 2020 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
Share and Cite
Wang, J.; Xie, F.; Zhang, C.; Ruan, J. Experimental Study and Failure Criterion Analysis on Combined Compression-Shear Performance of Self-Compacting Concrete. Materials 2020, 13, 713. https://doi.org/10.3390/ma13030713
Wang J, Xie F, Zhang C, Ruan J. Experimental Study and Failure Criterion Analysis on Combined Compression-Shear Performance of Self-Compacting Concrete. Materials. 2020; 13(3):713. https://doi.org/10.3390/ma13030713
Chicago/Turabian StyleWang, Jingrong, Faxiang Xie, Chuanlong Zhang, and Jing Ruan. 2020. "Experimental Study and Failure Criterion Analysis on Combined Compression-Shear Performance of Self-Compacting Concrete" Materials 13, no. 3: 713. https://doi.org/10.3390/ma13030713
APA StyleWang, J., Xie, F., Zhang, C., & Ruan, J. (2020). Experimental Study and Failure Criterion Analysis on Combined Compression-Shear Performance of Self-Compacting Concrete. Materials, 13(3), 713. https://doi.org/10.3390/ma13030713