Unified failure criteria for freeze-thaw damaged concrete under multiaxial stress state: An innovative uniaxial strength-dependent prediction method-Reference-Cited by-同舟云学术

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Unified failure criteria for freeze-thaw damaged concrete under multiaxial stress state: An innovative uniaxial strength-dependent prediction method

Published:2024-07 Issue: Volume:435 Page:136793
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Li Bo,Cheng Zhengqing,Wang Facheng

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference47 articles.

1. Effects of low temperatures and cryogenic freeze-thaw cycles on concrete mechanical properties: a literature review;Lin;Constr. Build. Mater.,2022

2. A review of concrete properties at cryogenic temperatures: towards direct LNG containment;Kogbara;Constr. Build. Mater.,2013

3. Coupling effect of freeze-thaw cycles and multiaxial compression on concrete-filled steel tube (CFST): insights from simplified meso-scale axisymmetric finite element model;Wang;Eng. Struct.,2023

4. Boil-off gas precooling process for subsea low temperature LNG pipelines;Zhu;Sustain. Horiz.,2023

5. Principles of Reinforced Concrete;Guo,2014

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