Experimental study of shear behavior of CFRP strengthened ultra-high-performance fiber-reinforced concrete deep beams

This experimental study aims to examine the effectiveness of shear stirrups and carbon fiber-reinforced polymer (CFRP) strengthening scheme in enhancing the deep beams’ shear strength. For this purpose, a total of six deep beam specimens of 150 mm × 300 mm (depth) × 1000 mm with an effective span of...

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Bibliographic Details
Main Authors: Aref Abadel, Husain Abbas, Tarek Almusallam, Ibrahim M.H. Alshaikh, Mohammad Khawaji, Hussam Alghamdi, Abdulrahman A. Salah
Format: Article
Language:English
Published: Elsevier 2022-06-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509522002352