Direct Tensile Properties and Stress–Strain Model of UHP-ECC-Reference-Cited by-同舟云学术

Direct Tensile Properties and Stress–Strain Model of UHP-ECC

Published:2020-01 Issue:1 Volume:32 Page:04019334
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Yu Ke-Quan¹^ORCID,Lu Zhou-Dao²,Dai Jian-Guo³^ORCID,Shah Surendra P.⁴

Affiliation:

1. Formerly, Joint Ph.D. Candidate, Dept. of Civil Engineering, Tongji Univ., Shanghai 200092, China; Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China. ORCID:

2. Professor, Dept. of Civil and Environmental Engineering, Tongji Univ., Shanghai 200092, China.

3. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China (corresponding author). ORCID: .

4. Presidential Distinguished Professor, Univ. of Texas at Arlington, Arlington, TX 76019; Walter P. Murphy Professor of Civil Engineering (Emeritus), Northwestern Univ., Evanston, IL 60208.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002975

Reference48 articles.

1. Theory of multiple fracture of fibrous composites

2. Chanvillard G. and S. Rigaud. 2003. “Complete characterization of tensile properties of DUCTAL UHP-FRC according to the French recommendations.” In Proc. 4th Int. Workshop on High Performance Fiber Reinforced Cement Composites (HPFRCC4) 21–34. Ann Arbor MI: RILEM.

3. Ultra-high-ductile behavior of a polyethylene fiber-reinforced alkali-activated slag-based composite

4. Optimization of ultra-high-performance concrete by the use of a packing model

5. Basic mechanical properties of ultra-high ductility cementitious composites: From 40 MPa to 120 MPa

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