On the physically non-linear analysis of cyclic loaded reinforced concrete cross-sections with mathematical optimisation

Journal of Civil Engineering and Management

Volumn 15, Issue 2, 2009, Pages 189-195

  Raue, Erich ^a   Timmler, Hans Georg ^a   Garke, Robert ^a  

^a BAUHAUS UNIVERSITY WEIMAR   (Germany)

Author keywords

Cross section analysis; Degradation of concrete stiffness; Mathematical optimisation; Residual deformations; Tension member test

Indexed keywords

ANALYTICAL APPROACH; CROSS-SECTION ANALYSIS; CYCLIC LOADINGS; ENERGY PRINCIPLES; KINEMATIC FORMULATION; LAGRANGE; MATHEMATICAL OPTIMISATION; MECHANICAL PROBLEMS; NON-LINEAR; OPTIMISATION; RESIDUAL DEFORMATION; RESIDUAL DEFORMATIONS; STRUCTURAL LOADING; TENSION MEMBER TEST; TENSION MEMBERS; TENSION-STIFFENING MODEL; TOTAL POTENTIAL ENERGY;

BINARY CODES; BUILDING MATERIALS; CONCRETE BUILDINGS; DEFORMATION; DEGRADATION; REINFORCED CONCRETE; REINFORCEMENT; STIFFNESS; TENSILE STRENGTH;

OPERATIONS RESEARCH;

EID: 67949117340     PISSN: 13923730     EISSN: None     Source Type: Journal    
DOI: 10.3846/1392-3730.2009.15.189-195     Document Type: Article

References (12)

1. Heidolf, T. 2007. Zeit- und beanspruchungsabhängiges Tragverhalten von polymermodifizierten Beton unter mehrfach wiederholter Belastung. PhD thesis, Weimar: Bauhaus-Universität Weimar.
2. th International Conference Modern Building Materials, Structures and Techniques: Selected papers, vol. 3. Ed. by M. J. Skibniewski, et al. May 16-18, 2007, Vilnius, Lithuania. Vilnius: Technika, 1040-1048.
3. th International Conference "Modern building materials, structures and techniques: Selected papers", vol. 3. Ed. by M. J. Skibniewski, et al. May, 2004, Vilnius, Lithuania. Vilnius: Technika. 7 p.
4. Yankelevsky, D. Z.; Jabareen, M.; Abutbul, A. D. 2008. One-dimensional analysis of tension stiffening in reinforced concrete with discrete cracks, Engineering Structures 30 (1): 206-217.
5. Khalfallah, S. 2008. Tension stiffening bond modelling of cracked flexural reinforced concrete beams, Journal of Civil Engineering and Management 14 (2): 131-137.
6. Kaklauskas, G.; Ghaboussi, J. 2001. Stress-strain relations for cracked tensile concrete from r/c beam tests, ASCE Journal of Structural Engineering 127 (1): 64-73.
7. Bischoff, P. H. 2003. Tension stiffening and cracking of steel fiber-reinforced concrete, ASCE Journal of Materials in Civil Engineering 15 (2): 174-182.
8. Palermo, D.; Vecchio, F. J. 2003. Compression field modeling of reinforced concrete subjected to reversed loading: formulation, A CI Structural Journal 100 (5): 616-625.
9. Sima, J. F.; Roca, P.; Molins, C. 2008. Cyclic constitutive model for concrete, Engineering Structures 30 (3): 695-706.
10. Yankelewsky, D. .; Reinhardt, H. W. 1989. Uniaxial behavior of concrete in cyclic tension, ASCE Journal of Structural Engineering 115 (1): 166-182.
11. Gopalaratman, V. S.; Shah, S. P. 1985. Softening response of plain concrete in direct tension, A CI Journal 82 (3): 310-323.
12. Goto, Y. 1971. Cracks formed in concrete around deformed tension bars, ACI journal 82 (3): 310-323.