Single keyed joints behaviour and capacity formulation under direct shear using non-linear finite-element analysis-Reference-Cited by-同舟云学术

Single keyed joints behaviour and capacity formulation under direct shear using non-linear finite-element analysis

Published:2023-01 Issue: Volume:47 Page:911-924
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Al-Rousan Rajai Z.,Qudaisat Muneer S.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference33 articles.

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2. Issa MA, Abdalla HA. Structural Behavior of Single Key Joints in Precast Concrete Segmental Bridges n.d. https://doi.org/10.1061/ASCE1084-0702200712:3315.

3. Mechanical Characteristics of Steel Shear Keyed Joints in the Construction and Finished States;Zou;Advances in Civil Engineering,2021

4. Shear strength of joints in precast concrete segmental bridges;Zhou;ACI Struct J,2005

5. The effect of construction joints on the flexural bending capacity of singly reinforced beams;Gerges;Case Stud Constr Mater,2016

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