Modeling short-term tension stiffening in reinforced concrete prisms using a continuum-based finite element model-Reference-Cited by-同舟云学术

Modeling short-term tension stiffening in reinforced concrete prisms using a continuum-based finite element model

Published:2009-10 Issue:10 Volume:31 Page:2380-2391
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wu H.Q.,Gilbert R.I.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference41 articles.

1. Tension stiffening and cracking of high-strength reinforced concrete tension members;Fields;ACI Struct J,2004

2. Gilbert R.I., Wu H.Q.. Time-dependent stiffness of cracked reinforced concrete elements. In: ASEC 2008 Australian structural engineering conference. Engineers Australia. Paper No.028; 2008

3. Cracks formed in concrete around deformed tension bars;Goto;ACI J,1971

4. Effects of shrinkage on tension stiffening and cracking in reinforced concrete;Bischoff;Can J Civil Eng,2001

5. Shrinkage influence on tension stiffening in concrete members;Kaklauskas;Eng Struct,2009

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