Experimental study on shear behavior of joints in precast concrete segmental bridges
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference20 articles.
1. Stresses, deformations and damages of various joints in precast concrete segmental box girder bridges subjected to direct shear loading [J];Ahmed;Eng Struct,2020
2. Shear behavior of dry and epoxied joints in precast concrete segmental box girder bridges under direct shear loading [J];Ahmed;Eng Struct,2019
3. Shear strength of joints in precast concrete segmental bridges [J];Zhou;ACI Struct J,2005
4. Shear behavior of joints in precast concrete segmental bridges [J];Buyukozturk;J Struct Eng,1990
5. Measurement based revisions for segmental bridge design and construction criteria [M];Roberts;Center for Transp Re Bureau Eng Res,1993
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1. Determination of Reduction Factor of Shear Key Configurations for Calculating Direct Shear Strength of Precast Concrete Dry Joints Using Parametric Finite-Element Simulations;Journal of Bridge Engineering;2024-07
2. Experimental investigation on shear behavior of PVA-ECC keyed joints;Engineering Structures;2024-06
3. Shear behaviour and theoretical model of large shear key dry joints in precast concrete segmental bridges using advanced monitoring;Structure and Infrastructure Engineering;2024-05-16
4. Tests and calculation methods for the shear performance of steel shear keyed joint segment beams;Archives of Civil and Mechanical Engineering;2024-04-22
5. Shear strength of self-compacting concrete dry joints subjected to combined axial, bending and shear forces in precast concrete segmental bridges;Engineering Structures;2024-03
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