Numerical simulation on time-dependent mechanical behavior of concrete under coupled axial loading and sulfate attack-Reference-Cited by-同舟云学术

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Numerical simulation on time-dependent mechanical behavior of concrete under coupled axial loading and sulfate attack

Published:2017-09 Issue: Volume:142 Page:115-124
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Yin Guang-Ji,Zuo Xiao-Bao,Tang Yu-Juan,Ayinde Olawale,Wang Jia-Lin

Funder

Jiangsu Province Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference53 articles.

1. Modeling the effect of corrosion on bond strength at the steel-concrete interface with finite-element analysis;Amleh;Can. J. Civ. Eng.,2006

2. Sulfate attack on alkali-activated slag concrete;Bakharev;Cem. Concr. Res.,2002

3. Chemically assisted damage of concrete: a model of expansion under external sulfate attack;Basista;Int. J. Damage Mech.,2009

4. Durability of self-consolidating concrete to sulfate attack under combined cyclic environments and flexural loading;Bassuoni;Cem. Concr. Res.,2009

5. An elastoplastic damage constitutive model for cementitious materials under wet-dry cyclic sulfate attack;Chen;Math. Probl. Eng.,2016

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1. Mechanistic insights into two-stage expansion of concrete under external sulfate attack;Construction and Building Materials;2024-10

2. Improved fully coupled peridynamic model for analyzing the compressive behaviour of concrete under sulfate attack;Ocean Engineering;2024-10

3. Modeling of Concrete Deterioration under External Sulfate Attack and Drying–Wetting Cycles: A Review;Materials;2024-07-05

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