Effect of specimen thickness and coarse aggregate size on shear strength of single‐keyed dry joints in precast concrete segmental bridges-Reference-Cited by-同舟云学术

Effect of specimen thickness and coarse aggregate size on shear strength of single‐keyed dry joints in precast concrete segmental bridges

Published:2019-01-30 Issue:3 Volume:20 Page:955-970
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Jiang Haibo¹^ORCID,Feng Jiahui¹,Liu Airong²,Liang Weibin¹,Tan Yuhua¹,Liang Hualian¹

Affiliation:

1. School of Civil and Transportation EngineeringGuangdong University of Technology, Guangzhou Higher Education Mega Center Guangzhou China

2. Guangzhou University‐Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and ControlGuangzhou University, Guangzhou Higher Education Mega Center Guangzhou China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201800054

Reference29 articles.

1. Precast concrete structures in the future

2. KosekiK BreenJE. Exploratory study of shear strength of joints for precast segmental bridges. Dryness 1983.

3. Shear strength of match cast dry joints of precast concrete segmental bridges: proposal for Eurocode 2;Turmo J;Mater Constr,2006

4. Shear Behavior of Joints in Precast Concrete Segmental Bridges

5. Numerical Analysis of Shear-Off Failure of Keyed Epoxied Joints in Precast Concrete Segmental Bridges

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