Experimental and numerical investigation on flexural behavior of steel-UHPC composite slabs with PBL shear connectors-Reference-Cited by-同舟云学术

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Experimental and numerical investigation on flexural behavior of steel-UHPC composite slabs with PBL shear connectors

Published:2024-10 Issue: Volume:95 Page:110109
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Li Chuanxi,Shi Yu^ORCID,Xiao Heyu,Tan Li,He Longfei

Funder

Changsha University of Science and Technology

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference30 articles.

1. Experimental investigation on behaviour of steel-concrete composite bridge decks with perfobond ribs;Jeong;J. Constr. Steel Res.,2006

2. Steel-concrete composite bridge deck slab with profiled sheeting;Kim;J. Constr. Steel Res.,2009

3. Ultimate strength of a steel-concrete composite bridge deck slab with profiled sheeting;Kim;Eng. Struct.,2010

4. Flexural behavior of steel plate-concrete composite beams;Nie;Key Eng. Mater.,2009

5. Study on nonlinear structural behaviors of steel and concrete composite slab;Xu;Adv. Mater. Res.,2014

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