Static performance of stud shear connectors and UHPC in deck-to-girder composite connection
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference32 articles.
1. Static behavior of large stud shea connectors in steel-UHPC composite structures;Wang;Eng Struct,2019
2. Steel-concrete composite beams considering shear slip effects;Nie;J Struct Eng,2003
3. Headed stud shear connector for thin ultrahigh-performance concrete bridge deck;Kim;J Constr Steel Res,2015
4. Ultimate Behavior of Deck-to-Girder Composite Connection Details Using UHPC;Haber;J Bridge Eng,2020
5. Relaxing the stud spacing limit for full-depth precast concrete deck panels supported on steel girders (phase I);Badie;J Bridge Eng,2010
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2. Experimental Study on the Competitive Failure of Headed Stud Connectors under Freeze–Thaw Cycles;Journal of Cold Regions Engineering;2024-09
3. Shear Performance of Prefabricated Steel Ultra-High-Performance Concrete (UHPC) Composite Beams under Combined Tensile and Shear Loads: Single Embedded Nut Bolts vs. Studs;Buildings;2024-08-06
4. A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction;Journal of Structural Engineering;2024-08
5. Synergistic effects of interfacial friction on shear performance of stud-NSC composite connection;Structures;2024-08
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