Rotating crack finite element model for reinforced concrete structures-Reference-Cited by-同舟云学术

Rotating crack finite element model for reinforced concrete structures

Published:1996-01 Issue:1 Volume:58 Page:43-50
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Foster S.J.,Budiono B.,Gilbert R.I.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference16 articles.

1. Method of analysis for cyclically loaded reinforced concrete plane frames including geometry and nonelastic behaviour of elements under combined normal force and bending;Menegotto,1973

2. Behaviour of partially prestressed concrete joints under cyclic loading;Harajli;J. struct. Engng ASCE,1988

3. Nonlinear biaxial stress-strain law for concrete;Darwin;J. Engng Mech. Div. ASCE,1977

4. Discussion of “Equation for the stressstrain curve for concrete”, by Desayi and Krishnan;Saenz,1964

5. The structural behaviour of reinforced concrete deep beams;Foster,1992

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