Theoretical modification of the laboratory-determined tensile stress–strain relationship of strain hardening cementitious composites (SHCCs) for large-scale specimens-Reference-Cited by-同舟云学术

Theoretical modification of the laboratory-determined tensile stress–strain relationship of strain hardening cementitious composites (SHCCs) for large-scale specimens

Published:2022-04 Issue: Volume:326 Page:126879
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Wu Chang^ORCID,Yao Jie^ORCID,Chen Mingkang,Jin Chenhua,Leung Christopher K.Y.

Funder

Research Grants Council, University Grants Committee

Natural Science Foundation of Jiangsu Province

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference34 articles.

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3. Steady-State and Multiple Cracking of Short Random Fiber Composites;Li;J. Eng. Mech.,1992

4. On engineered cementitious composites (ECC);Li;J. Adv. Concr. Technol.,2003

5. Shear behavior of reinforced ultrahigh toughness cementitious composite beams without transverse reinforcement;Xu;Mater Civil Eng, ASCE,2012

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