A study on structural performance of deconstructable bolted shear connectors in composite beams

Author:

Ataei Abdolreza,Zeynalian Mehran

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference38 articles.

1. Composite beam tests with high-strength bolt shear connectors;Dallam,1968

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

3. Sedlacek G, Hoffmeister B, Trumpf H, Kühn B. Composite bridge design for small and medium spans. Final report. European Commission – technical steel research Contract No 7210-PR/0113. Luxembourg. 1971.

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

5. Hungerford BE. Methods to develop composite action in non- composite bridge floor systems: part II. MS Thesis, Department of Civil, Architectural and Environmental Engineering, University of Texas at Austin. 2004.

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