Nonlinear Creep Damage Model for Concrete under Uniaxial Compression-Reference-Cited by-同舟云学术

Nonlinear Creep Damage Model for Concrete under Uniaxial Compression

Published:2003-09 Issue:9 Volume:129 Page:1065-1075
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Mazzotti Claudio¹,Savoia Marco²

Affiliation:

1. Assistant Professor, DISTART—Structural Engineering, Univ. of Bologna, Viale Risorgimento 2, 40136 Bologna, Italy.

2. Professor, DISTART—Structural Engineering, Univ. of Bologna, Viale Risorgimento 2, 40136 Bologna, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282003%29129%3A9%281065%29

Reference42 articles.

1. Viscoelasticity of solidifying porous material-concrete.;Bazant Z. P.;J. Eng. Mech. Div.,1977

2. Bazant Z. P. (1988). Mathematical modeling of creep and shrinkage of concrete Wiley New York.

3. Bazant Z. P. (1993). “Current status and advances in the theory of creep and interaction with fracture.” Proc. 5th Int. RILEM Symp. on Creep and Shrinkage of Concrete Z. P. Bazant and I. Carol eds. Barcelona E&FN Spon London 291–307.

4. Solidification Theory for Concrete Creep. I: Formulation

5. Solidification Theory for Concrete Creep. II: Verification and Application

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