Shear strength prediction method of the UHPC keyed dry joint considering the bridging effect of steel fibers-Reference-Cited by-同舟云学术

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Shear strength prediction method of the UHPC keyed dry joint considering the bridging effect of steel fibers

Published:2022-03 Issue: Volume:255 Page:113937
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Hu Yuqing,Qiu Jiangrui,Li Zhijie,Yao Yiming,Liu Jiaping,Wang Jingquan

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference37 articles.

1. International perspective on UHPC in bridge engineering;Graybeal;J Bridge Eng,2020

2. Feinprofilierte UHPFRC-Trockenfugen für Segmentbauteile;Oettel;Beton-und Stahlbetonbau,2013

3. Ultrahigh-performance concrete segmental bridge technology: Toward sustainable bridge construction;Voo;J Bridge Eng,2015

4. M. M. Bakhoum, “Shear behavior and design of joints in precast concrete segmental bridges,” Massachusetts Institute of Technology, 1990.

5. Shear behavior of joints in precast concrete segmental bridges;Buyukozturk;J Struct Eng,1990

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