Effect of joint width on shear behaviour of wet joints using reactive powder concrete with confining stress-Reference-Cited by-同舟云学术

Effect of joint width on shear behaviour of wet joints using reactive powder concrete with confining stress

Published:2023-10 Issue: Volume:293 Page:116566
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Feng Jiahui,Fang Shu,Chen Mingzhu^ORCID,Fang Zhuangcheng,Liang Weibin

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference42 articles.

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2. Mechanistic understanding of precast UHPC segmental beams with external tendons and epoxy joints subject to combined bending and shear;Ye;Eng Struct,2023

3. Shear performance of prestressed composite box beams with ultra-high-performance concrete and corrugated steel webs under different loading conditions;Ye;Thin Wall Struct,2023

4. Seismic performance of a novel RC partial precast shear wall with reserved cast-in-place base and wall edges;Wu;Soil Dyn Earthq Eng,2022

5. Influence of intensity & eccentricity of posttensioning force and concrete strength on shear behavior of epoxied joints in segmental box girder bridges;Ahmed;Constr Build Mater,2019

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