Analyze the potential for employing internally welded steel plates to improve the shear response of high-strength self-compacting concrete-encased steel beams with large web openings-Reference-Cited by-同舟云学术

Analyze the potential for employing internally welded steel plates to improve the shear response of high-strength self-compacting concrete-encased steel beams with large web openings

Published:2024-04 Issue: Volume:304 Page:117636
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Hakeem Ibrahim Y.,Mansour Walid,Li Weiwen,Badawi Moataz

Funder

Najran University

Publisher

Elsevier BV

Reference46 articles.

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3. Behaviour of reinforced concrete deep beams with openings in the shear zones;Chin;J Eng Technol,2015

4. Experimental verification of strut and tie model for HSC deep beams without shear reinforcement;Shuraim;Eng Struct,2016

5. The impact of nano clay on normal and high-performance concrete characteristics: a review;Mansi;IOP Conf Ser: Earth Environ Sci: IOP Publ,2022

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