Shear behavior of shear stud groups in precast concrete decks-Reference-Cited by-同舟云学术

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Shear behavior of shear stud groups in precast concrete decks

Published:2019-05 Issue: Volume:187 Page:73-84
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Yu-Hang,Yu Jie,Liu Jie-Peng,Chen Y. Frank

Funder

Fundamental Research Funds for the Central Universities

National Key R&D Program of China

Chongqing Foundation and Frontier Research Project

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. Effects of group arrangement on the ultimate strength of stud shear connection;Shim;Am Soc Civil Eng,2008

2. A study of the grouped arrangements of stud connectors on shear strength behavior;Okada;J Struct Mech Earthquake Eng,2006

3. Static behavior of multi-stud shear connectors for steel-concrete composite bridge;Xue;J Constr Steel Res,2012

4. Numerical investigation of internal force transfer mechanism in push-out experiments;Guezouli;Eng Struct,2013

5. Parametrical static analysis on group studs with typical push-out experiments;Xu;J Constr Steel Res,2012

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1. Shear Performance Study of Sleeved Stud Connectors in Continuous Composite Girder;Materials;2024-07-05

2. Experimental and numerical analyses on the shear behavior of grouped single-embedded-nut high-strength bolts in steel–ultra-high-performance concrete composite slabs;Journal of Building Engineering;2024-06

3. Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck;Engineering Structures;2024-05

4. Experimental investigation on static mechanical performance of grouped-stud shear connectors in steel–UHPC composite beams;Engineering Structures;2024-05

5. A Constitutive Model for Stud Connection in Composite Structures;Buildings;2024-04-05

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