Flexural response of high-strength steel-ultra-high-performance fiber reinforced concrete beams based on a mesoscale constitutive model: Experiment and theory-Reference-Cited by-同舟云学术

Flexural response of high-strength steel-ultra-high-performance fiber reinforced concrete beams based on a mesoscale constitutive model: Experiment and theory

Published:2017-11-08 Issue:3 Volume:19 Page:719-734
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Qi Jianan¹²^ORCID,Wang Jingquan¹,Ma Zhongguo John²

Affiliation:

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

2. Department of Civil & Environmental Engineering; University of Tennessee-Knoxville; Knoxville Tennessee

Funder

Jiangsu Higher Education Institutions

National Natural Science Foundation of China

Scientific Research Foundation of Graduate School of Southeast University

Publisher

Wiley

Subject

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

Reference44 articles.

1. Post-cracking shear strength and deformability of HSS-UHPFRC beams;Qi;Struct Concr,2016

2. Effect of fiber length and placement method on flexural behavior, tension-softening curve, and fiber distribution characteristics of UHPFRC;Yoo;Constr Build Mater,2014