Shear Capacity of Ultrahigh-Performance Concrete with Monolithic Interface and Wet-Joint Interface-Reference-Cited by-同舟云学术

Shear Capacity of Ultrahigh-Performance Concrete with Monolithic Interface and Wet-Joint Interface

Published:2022-07 Issue:7 Volume:34 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Feng Zheng¹^ORCID,Li Chuanxi²,Pan Rensheng³,Yoo Doo-Yeol⁴,He Jun⁵^ORCID,Ke Lu⁶^ORCID

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410004, China. ORCID: .

2. Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410004, China (corresponding author).

3. Lecturer, Key Laboratory of Safety Control for Bridge Engineering of the Ministry of Education, Changsha Univ. of Science and Technology, Changsha, Hunan 410004, China.

4. Associate Professor, Dept. of Architectural Engineering, Hanyang Univ., Seoul 04763, Republic of Korea.

5. Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410004, China. ORCID: .

6. Lecturer, School of Civil Engineering and Architecture, Guangxi Univ., Nanning 530000, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004297

Reference26 articles.

1. AASHTO. 2003. AASHTO LRFD bridge design specifications. 2th ed. Washington, DC: AASHTO.

2. Shear behavior of dry and epoxied joints in precast concrete segmental box girder bridges under direct shear loading

3. Influence of yield stress and compressive strength on direct shear behaviour of steel fibre-reinforced concrete

4. Static and fatigue test on lightweight UHPC-OSD composite bridge deck system subjected to hogging moment;Feng Z.;Eng. Struct.,2021

5. Flexural and cracking behaviors of reinforced UHPC beams with various reinforcement ratios and fiber contents

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