Bending experiment on a novel configuration of composite system using rebar as shear connectors with partially encased cold-formed steel built-up beams-Reference-Cited by-同舟云学术

Bending experiment on a novel configuration of composite system using rebar as shear connectors with partially encased cold-formed steel built-up beams

Published:2021 Issue: Volume:39 Page:999-1005
ISSN:2214-7853
Container-title:Materials Today: Proceedings
language:en
Short-container-title:Materials Today: Proceedings

Author:

Salih Musab N.A.,Md Tahir Mahmood,Mohammad S.,Ahmad Y.,Shek P.N.,Abraham Achmad,Firdaus Muhammad,Khadavi

Funder

Universiti Teknologi Malaysia

Publisher

Elsevier BV

Subject

General Medicine

Reference15 articles.

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2. New composite beams having cold-formed steel joists and concrete slab;Hsu;Eng. Struct.,2014

3. Investigation on flexural strength of cold-formed thin-walled steel beams with built-up box section;Li;Thin-Walled Struct.,2016

4. Fully composite beams with U-shaped steel girders: Full-scale tests, computer simulations, and simplified analysis models;Guo;Eng. Struct.,2018

5. Lawan MM, Tahir MM. STRENGTH CAPACITY OF BOLTED SHEAR CONNECTORS WITH COLD-FORMED STEEL SECTION INTEGRATED AS COMPOSITE BEAM IN SELF-COMPACTING CONCRETE. Jurnal Teknologi. 2015 Oct 23;77(16).

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