Post-cracking shear strength and deformability of HSS-UHPFRC beams-Reference-Cited by-同舟云学术

Post-cracking shear strength and deformability of HSS-UHPFRC beams

Published:2016-12 Issue:6 Volume:17 Page:1033-1046
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:

Author:

Qi Jia-Nan¹,Ma Zhongguo John²,Wang Jing-Quan¹,Liu Tong-Xu¹

Affiliation:

1. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, College of Civil Engineering; Southeast University; 210096 Nanjing PR China

2. Department of Civil & Environmental Engineering; University of Tennessee-Knoxville; 37996 Knoxville 851 Neyland Dr. 313 John D. Tickle Building TN USA

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

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

Reference27 articles.

1. Optimization of ultra-high performance concrete by the use of a packing model;De Larrard;Cement and Concrete Research,1994

2. Development of the mechanical properties of an ultra-high performance fiber reinforced concrete (UHPFRC);Habel;Cement and Concrete Research,2006

3. Compressive behavior of ultra-high-performance fiber-reinforced concrete;Graybeal;ACI Material Journal,2007

4. Influence of specimen size and fiber content on mechanical properties of ultra-high-performance fiber-reinforced concrete;Kazemi;ACI Material Journal,2012

5. High rate response of ultra-high-performance fiber-reinforced concretes under direct tension;Tran;Cement and Concrete Research,2015

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