Shear Behavior and Crack Control Characteristics of Hybrid Steel Fiber-Reinforced Concrete Panels
Author:
Publisher
American Concrete Institute
Subject
Building and Construction,Civil and Structural Engineering
Cited by 20 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. Investigation on cracking resistance mechanism of basalt-polypropylene fiber reinforced concrete based on SEM test;Construction and Building Materials;2024-01
2. The Efficacy of Electromechanical Impedance Monitoring of Embedded Piezoelectric Ceramic Lead Zirconium Titanate Sensors in Different Orientations for Hybrid Fiber-Reinforced Concrete Structures Hydration;Journal of Nondestructive Evaluation, Diagnostics and Prognostics of Engineering Systems;2023-10-27
3. Investigation on early-age cracking resistance of basalt-polypropylene fiber reinforced concrete in restrained ring tests;Journal of Building Engineering;2023-07
4. Experimental and MCFT-Based Study on Steel Fiber-Reinforced Concrete Subjected to In-Plane Shear Forces;International Journal of Concrete Structures and Materials;2023-05-04
5. Diagonal tension performance of concrete panels reinforced with hooked end steel fibers;Engineering Structures;2022-12
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