Influencing Factors and Shear Capacity Formula of Single-Keyed Dry Joints in Segmental Precast Bridges under Direct Shear Loading

Influencing Factors and Shear Capacity Formula of Single-Keyed Dry Joints in Segmental Precast Bridges under Direct Shear Loading

<b> </b>This article investigates the nonlinear behavior of single-keyed dry joints in segmental precast bridges under direct shear loading on the basis of nonlinear finite element analysis on lots of specimens with concrete plastic damage considered. Through detailed discussion on exist...

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Bibliographic Details
Main Authors: Wenqi Hou, Meng Peng, Bo Jin, Yong Tao, Wei Guo, Lingyu Zhou
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Applied Sciences
Subjects:
segmental precast bridge
single-keyed dry joint
shear capacity
influencing factors
nonlinear finite element analysis
Online Access:https://www.mdpi.com/2076-3417/10/18/6304

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