journal article·2017-03-01

Plasticity Constitutive Model for Stress-Strain Relationship of Confined Concrete

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ACI Structural Journal· Volume 114· Issue 2
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Structural Response to Dynamic Loads

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References (22)

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1. Papanikolaou, V. K., and Kappos, A. J., “Confinement-Sensitive Plasticity Constitutive Model for Concrete in Triaxial Compression,” International Journal of Solids and Structures, V. 44, No. 21, 2007, pp. 7021-7048. doi: 10.1016/j.ijsolstr.2007.03.02210.1016/j.ijsolstr.2007.03.022 ↗
2. Bao, J.; Long, X.; Tan, K. H.; and Lee, C. K., “A New Generalized Drucker-Prager Flow Rule for Concrete under Compression,” Engineering Structures, V. 56, 2013, pp. 2076-2082. doi: 10.1016/j.engstruct.2013.08.02510.1016/j.engstruct.2013.08.025 ↗
3. Attard, M., and Setunge, S., “Stress-Strain Relationship of Confined and Unconfined Concrete,” ACI Materials Journal, V. 93, No. 5, Sept.-Oct. 1996, pp. 432-442.10.14359/9847 ↗
4. Menetrey, P., and Willam, K., “Triaxial Failure Criterion for Concrete and its Generalization,” ACI Structural Journal, V. 92, No. 3, May-June 1995, pp. 311-318.10.14359/1132 ↗
5. Červenka, J., and Papanikolaou, V. K., “Three Dimensional Combined Fracture–Plastic Material Model for Concrete,” International Journal of Plasticity, V. 24, No. 12, 2008, pp. 2192-2220. doi: 10.1016/j.ijplas.2008.01.00410.1016/j.ijplas.2008.01.004 ↗
6. Richart, F.; Brandtzæg, A.; and Brown R., “A Study of the Failure of Concrete under Combined Compressive Stresses,” University of Illinois Bulletin No. 185, 1928.
7. Jamet, P.; Millard, A.; and Nahas, G., “Triaxial Behaviour of Micro-Concrete Complete Stress-Strain Curves for Confining Pressures Ranging from 0 to 100 MPa,” RILEM-CEB International Conference Concrete under Multiaxial Conditions, V. 1. 1984, pp. 133-140.
8. Smith, S. H.; Willam, K. J.; Gerstle, K. H.; and Sture, S., “Concrete Over the Top, or: Is There Life After Peak?” ACI Materials Journal, V. 86, No. 5, Sept.-Oct. 1989, pp. 491-497.10.14359/2089 ↗
9. Imran, I., and Pantazopoulou, S., “Experimental Study of Plain Concrete under Triaxial Stress,” ACI Materials Journal, V. 93, No. 6, Nov.-Dec. 1996, pp. 589-601.10.14359/9865 ↗
10. Ansari, F., and Li, Q., “High-Strength Concrete Subjected to Triaxial Compression,” ACI Materials Journal, V. 95, No. 6, Nov.-Dec. 1998, pp. 747-755.10.14359/420 ↗
11. Samani, A., and Attard, M., “A Stress-Strain Model for Uniaxial and Confined Concrete under Compression,” Engineering Structures, V. 41, Aug., 2012, pp. 335-349. doi: 10.1016/j.engstruct.2012.03.02710.1016/j.engstruct.2012.03.027 ↗
12. Kupfer, H.; Hilsdorf, H. K.; and Rusch, H., “Behavior of Concrete under Biaxial Stresses,” ACI Journal Proceedings, V. 66, No. 8, Aug. 1969, pp. 656-666.10.14359/7388 ↗
13. Tasuji, M. E., “Stress-Strain Response and Fracture of Concrete in Biaxial Loading,” ACI Journal Proceedings, V. 75, No. 7, July 1978, pp. 306-312.10.14359/10944 ↗
14. Lee, S.-K.; Song, Y.-C.; and Han, S.-H., “Biaxial Behavior of Plain Concrete of Nuclear Containment Building,” Nuclear Engineering and Design, V. 227, No. 2, 2004, pp. 143-153. doi: 10.1016/j.nucengdes.2003.09.00110.1016/j.nucengdes.2003.09.001 ↗
15. He, Z., and Song, Y., “Failure Mode and Constitutive Model of Plain High-Strength High-Performance Concrete under Biaxial Compression after Exposure to High Temperatures,” Guti Lixue Xuebao, V. 21, No. 2, 2008, pp. 149-159.10.1007/s10338-008-0818-1 ↗
16. Lokuge, W.; Sanjayan, J.; and Setunge, S., “Stress-Strain Model for Laterally Confined Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 17, No. 6, 2005, pp. 607-616. doi: 10.1061/(ASCE)0899-1561(2005)17:6(607)10.1061/(ASCE)0899-1561(2005)17:6(607) ↗
17. Samani, A. K., and Attard, M. M., “Lateral Strain Model for Concrete under Compression,” ACI Structural Journal, V. 111, No. 2, Mar.-Apr. 2014, pp. 441-452.10.14359/51686532 ↗
18. Carrazedo, R.; Mirmiran, A.; and de Hanai, J. B., “Plasticity Based Stress-Strain Model for Concrete Confinement,” Engineering Structures, V. 48, 2013, pp. 645-657. doi: 10.1016/j.engstruct.2012.12.01410.1016/j.engstruct.2012.12.014 ↗
19. Macari, E. J.; Weihe, S.; and Arduino, P., “Implicit Integration of Elastoplastic Constitutive Models for Frictional Materials with Highly Nonlinear Hardening Functions,” Mechanics of Cohesive-Frictional Materials, V. 2, No. 1, 1997, pp. 1-29. doi: 10.1002/(SICI)1099-1484(199701)2:13.0.CO;2-P10.1002/(SICI)1099-1484(199701)2:1<1::AID-CFM23>3.0.CO;2-P ↗
20. Dahl, K. K. B., “Uniaxial Stress-Strain Curves for Normal and High Strength Concrete,” Afdelingen for Bærende Konstruktioner, Danmarks Tekniske Højskole, 1992.
21. Xie, J.; Elwi, A.; and MacGregor, J., “Mechanical Properties of Three High-Strength Concretes Containing Silica Fume,” ACI Materials Journal, V. 92, No. 2, Mar.-Apr. 1995, pp. 135-145.10.14359/9764 ↗
22. Candappa, D.; Sanjayan, J.; and Setunge, S., “Complete Triaxial Stress-Strain Curves of High-Strength Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 13, No. 3, 2001, pp. 209.-215. doi: 10.1061/(ASCE)0899-1561(2001)13:3(209)10.1061/(ASCE)0899-1561(2001)13:3(209) ↗