Experimental and analytical reexamination of classic concrete beam tests

Journal of Structural Engineering

Volumn 130, Issue 3, 2004, Pages 460-469

  Vecchio, F J ^a   Shim, W ^a  

^a UNIVERSITY OF TORONTO   (Canada)

Author keywords

Beams; Concrete; Ductility; Finite elements; Models; Shear; Tests

Indexed keywords

ANCHORAGES (CONCRETE CONSTRUCTION); BENCHMARKING; COMPUTER SIMULATION; CONCRETES; DEFORMATION; DUCTILITY; FINITE ELEMENT METHOD; LOADING; LOADS (FORCES); MATHEMATICAL MODELS; MECHANICAL TESTING; MODEL STRUCTURES; PLATES (STRUCTURAL COMPONENTS); TWO DIMENSIONAL;

BEAMS; FINITE ELEMENTS; SHEAR; TESTS;

CONCRETE BEAMS AND GIRDERS;

EID: 13944252833     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:3(460)     Document Type: Article

References (6)

1. ASCE. (1982). "Finite element analysis of reinforced concrete." State-of-the-Art Rep. No. ISBN 0-87262-307-6, 545 pp.
2. Bresler, B., and Scordelis, A. C. (1963). "Shear strength of reinforced concrete beams." J. Am. Concr. Inst., 60(1), 51-72.
3. Vecchio, F. J. (2000). "Disturbed stress field model for reinforced concrete: Formulation." J. Struct. Eng., 126(9), 1070-1077.
4. Vecchio, F. J. (2001). "Disturbed stress field model for reinforced concrete: Implementation." J. Struct. Eng., 127(1), 12-20.
5. Vecchio, F. J., and Collins, M. P. (1986). "The modified compression field theory for reinforced concrete elements subjected to shear." J. Am. Concr. Inst., 83(2), 219-231.
6. Willam, K., and Tanabe, T. (2001). "Finite element analysis of reinforced concrete structures." ACI Special Publ. No. SP-205, 399 PP.