Flexural behavior of an innovative dovetail UHPC joint in composite bridges under negative bending moment-Reference-Cited by-同舟云学术

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Flexural behavior of an innovative dovetail UHPC joint in composite bridges under negative bending moment

Published:2019-12 Issue: Volume:200 Page:109716
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Qi Jianan,Bao Yi,Wang Jingquan,Li Liang,Li Wenchao

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Technology R&D Project of China Communications Construction Company

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. Pullout behavior of straight and hooked-end steel fibers in UHPC matrix with various embedded angles;Qi;Constr Build Mater,2018

2. Flexural behavior of ultra-high-performance fiber-reinforced concrete beams reinforced with GFRP and steel rebars;Yoo;Eng Struct,2016

3. Shear strength of UHPFRC beams: mesoscale fiber-matrix discrete model;Qi;J Struct Eng,2017

4. Ultrahigh-performance concrete segmental bridge technology: toward sustainable bridge construction;Voo;J Bridge Eng,2014

5. A review on structural behavior, design, and application of ultra-high-performance fiber-reinforced concrete;Yoo;Int J Concr Struct Mater,2016

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