Multiple Impact Resistance of Hybrid Fiber Ultrahigh Toughness Cementitious Composites with Different Degrees of Initial Damage-Reference-Cited by-同舟云学术

Multiple Impact Resistance of Hybrid Fiber Ultrahigh Toughness Cementitious Composites with Different Degrees of Initial Damage

Published:2019-02 Issue:2 Volume:31 Page:04018368
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Li Qinghua¹,Zhao Xin²,Xu Shilang³,Leung Christopher K. Y.⁴,Wang Bing⁵

Affiliation:

1. Full Professor, Institute of Advanced Engineering Structures and Materials, Zhejiang Univ., Hangzhou 310058, China.

2. Ph.D. Candidate, Institute of Advanced Engineering Structures and Materials, Zhejiang Univ., Hangzhou 310058, China.

3. Full Professor and Director, Institute of Advanced Engineering Structures and Materials, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

4. Full Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong 999077, China.

5. Senior Engineer and Postdoctoral Fellow, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China.

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.1943-5533.0002576

Reference50 articles.

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2. Analytical Model for Tensile Strain Hardening and Multiple Cracking Behavior of Hybrid Fiber-Engineered Cementitious Composites

3. Flexural responses of hybrid steel–polyethylene fiber reinforced cement composites containing high volume fly ash

4. Award M. and H. Hilsdorf. 1974. “Strength and deformation characteristics of plain concrete subjected to high repeated and sustained loads.” In Abeles Symp. on Fatigue of Concrete 1–14. Detroit: ACI.

5. Variations in the mechanical properties of concrete subjected to low cyclic loads

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