Compressive stress-strain relationships of concrete exposed to elevated temperatures based on mesoscopic damage method
Author:
Affiliation:
1. School of Water Conservancy, North China University of Water Resources and Electric Power, Zhengzhou, China
2. Tianjin Dingzhou Survey Co., Ltd, Tianjin, China
Abstract
Funder
Wei-feng BAI
Jun-feng GUAN
Publisher
SAGE Publications
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Computational Mechanics
Link
http://journals.sagepub.com/doi/pdf/10.1177/10567895221095610
Reference71 articles.
1. ACI 216.1-07 (2007) Standard Method for Determining Fire Resistance of Concrete and Masonry Construction Assemblies (AC-216.1-07/TMS 0216.1-07). Farmington Hills, MI: American Concrete Institute.
2. Stress-Strain Behaviour of Normal Compacting and Self Compacting Concrete Under Elevated Temperatures
3. Aslani F and Bastami M (2011) Constitutive relationships for normal-and high-strength concrete at elevated temperatures. ACI Materials Journal 108(4): 355–364.
4. Constitutive Relationships for Steel Fibre Reinforced Concrete at Elevated Temperatures
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