Experimental study on grouped stud shear connectors in precast steel- UHPC composite bridge-Reference-Cited by-同舟云学术

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Experimental study on grouped stud shear connectors in precast steel- UHPC composite bridge

Published:2021-09 Issue: Volume:242 Page:112479
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ding Jingnan,Zhu Jinsong,Kang Jingfu,Wang Xiuce

Funder

National Natural Science Foundation of China

Tianjin Municipal Transportation Commission Science and Technology Development Plan Project

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference46 articles.

1. Shear behavior of shear stud groups in precast concrete decks;Wang;Eng Struct.,2019

2. Investigation of stud shear connectors for composite concrete and steel T-beams;Viest;J Am Conce Inst.,1956

3. Specification for structural steel buildings;ANSI/AISC 360-05,2005

4. Eurocode 4, Design of composite steel and concrete structures, Part 2, General rules for bridges, ENV 1994-2:2001, UK, London, 2001.

5. AASHTO LRFD bridge design specifications;AASHTO,2012

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1. Explainable AI based slip prediction of steel-UHPC interface connected by shear studs;Expert Systems with Applications;2025-01

2. Data-driven shear capacity analysis of headed stud in steel-UHPC composite structures;Engineering Structures;2024-12

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4. Experimental investigation on compressive and flexural behavior of composite concrete systems incorporating UHPC under chloride-sulfate attack;Construction and Building Materials;2024-10

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