New failure criterion models for concrete under multiaxial stress in compression-Reference-Cited by-同舟云学术

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New failure criterion models for concrete under multiaxial stress in compression

Published:2018-02 Issue: Volume:161 Page:432-441
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Rong Chong,Shi Qingxuan,Zhang Ting,Zhao Hongchao

Funder

Major State Key Research Development Foundation of China

National Science Foundation of China

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Repair of corroded and buckled short steel columns using concrete-filled GFRP jackets;Kaya;Construct. Build. Mater.,2015

2. A density-dependent failure criterion for concrete;Øverli;Construct. Build. Mater.,2016

3. Behaviour of asphalt concrete mixtures under tri-axial compression;Wang;Construct. Build. Mater.,2016

4. Influence of high strain rates on stress–strain relationship, strength and elastic modulus of concrete;Shkolnik;Cem. Concr. Compos.,2008

5. Influence of initial static stress on the dynamic properties of concrete;Yan;Cem. Concr. Compos.,2008

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1. Multi-scale numerical simulation on mechanical strength of concrete based on its microstructural evolution;Construction and Building Materials;2024-09

2. Multi-Dimensional Iterative Constitutive Model of Concrete under Complex Stress Conditions in Composite Structures;Buildings;2024-06-17

3. Microscopic mechanism analysis and failure criterion study of glass fiber recycled concrete under three‐dimensional compressive stress state;Structural Concrete;2023-11-28

4. A novel three-dimensional modified Griffith failure criterion for concrete;Engineering Fracture Mechanics;2023-05

5. Nonlinear strain energy based (NSEB) criterion for quasi-brittle materials under multiaxial stress states;Construction and Building Materials;2023-04

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