Characterization of the elevated temperature behaviour of demountable shear connectors in steel-concrete composite beams through push-out tests-Reference-Cited by-同舟云学术

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Characterization of the elevated temperature behaviour of demountable shear connectors in steel-concrete composite beams through push-out tests

Published:2024-01 Issue: Volume:59 Page:105810
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Mansilla R.,Espinós A.,Odenbreit C.,Payá-Zaforteza I.,Romero M.L.

Publisher

Elsevier BV

Reference26 articles.

1. High strength bolt shear connectors - Pushout tests;Dallam;Acids J,1968

2. An experimental of the use of high-strength friction-grip bolts as shear connectors in composite beams;Marshall;Inst Struct Eng,1971

3. High-strength bolts as shear connectors in rehabilitation work;Dedic;Concr Int,1984

4. Sedlacek G., Hoffmeister B., Trumpf H., Kühn B., Stötzel J., Hechler O., et al. Composite bridge design for small and medium spans. Final Report. European Commission - Technical Steel Resarch, Contract No 7210-PR/0113. Luxembourg: 2003.

5. Resistance of Bolted Shear Connectors in prefabricated steel-concrete composite decks. PhD thesis;Pavlović,2013

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of corrosion on bond slipping between steel and concrete in SRC structures;Journal of Constructional Steel Research;2024-09

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