Longitudinal shear bond strength of profiled deck composite slab: An experimental and analytical investigation-Reference-Cited by-同舟云学术

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Longitudinal shear bond strength of profiled deck composite slab: An experimental and analytical investigation

Published:2022 Issue: Volume:65 Page:1939-1945
ISSN:2214-7853
Container-title:Materials Today: Proceedings
language:en
Short-container-title:Materials Today: Proceedings

Author:

Shirgaonkar Aniket A.^ORCID,Patil Yogesh D.,Patil Hemant S.

Publisher

Elsevier BV

Subject

General Medicine

Reference19 articles.

1. Shear strength of stud connectors in lightweight and normal weight concrete;Ollgaard;Eng. J. Amer. Inst. Steel Constr.,1971

2. Design of composite floors with profiled steel sheet;Stark;Proc. - Annu. Public Water Supply Eng. Conf.,1978

3. M.L. Porter, L.F. Greimann, Shear-bond strength of studded steel deck slabs., (1984) 285–306

4. A plate model for composite slab analysis;Wright;Thin-Walled Struct.,1990

5. American Society of Civil Engineers ANSI/ASCE, Standard for the structural design of composite slabs, 1992.

Cited by 2 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. Flexural performance of concrete composite metal decking with different base-metal-thickness new smart system;Case Studies in Construction Materials;2023-12

2. Longitudinal shear tests and design methods for corrugated steel–concrete composite slabs with recycled coarse aggregate;Construction and Building Materials;2023-10

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