Plasticity Model for Concrete under Triaxial Compression
Author:
Affiliation:
1. Member, ASCE
2. Lect., Dept of Civ. Engrg., Technol. Inst. of Bandung, Bandung 40132, Indonesia. E-mail: iswan@bdg.centrin.net.id
3. Assoc. Prof., Dept. of Civ. Engrg., Demokritus Univ. of Thrace, Xanthi 67100, Greece. E-mail: pantaz@cvil.duth.gr
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A3%28281%29
Reference26 articles.
1. Ansari F. and Li Q. ( 1998). “High-strength concrete subjected to triaxial compression.” ACI Mat. J. 95(6) 747–755.
2. Chen W. F. ( 1982). Plasticity in reinforced concrete McGraw-Hill New York.
3. “Constitutive model for concrete structures.”;Elwi A. A.;J. Engrg. Mech. Div.,1979
4. Finite element analysis of reinforced concrete: State-of-the-art report. (1982). ASCE New York.
5. Hsieh S. S. Ting E. C. and Chen W. F. ( 1988). “Applications of a plastic-fracture model to concrete structures.” Comp. and Struct. 28(3) 373–393.
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