Punching Shear Behavior of Two-Way Slabs Reinforced with High-Strength Steel

被引：1
|
作者：
Yang, Jun-Mo [1 ]
Yoon, Young-Soo [1 ]
Cook, William D. [2 ]
Mitchell, Denis [2 ]
机构：
[1] Korea Univ, Sch Civil Environm & Architectural Engn, Seoul, South Korea
[2] McGill Univ, Dept Civil Engn & Appl Mech, Montreal, PQ H3A 2T5, Canada
来源：
ACI STRUCTURAL JOURNAL | 2010年 / 107卷 / 04期
关键词：
cracking; fiber-reinforced concrete; high-strength reinforcement; punching shear; slabs; stiffness; CONCRETE BEAMS; PERFORMANCE; TESTS;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The punching shear behavior of slabs reinforced with high-strength steel reinforcement was studied and compared with that of slabs reinforced with conventional steel reinforcement. The high-strength steel selected for this research conforms to ASTM A1035-07. The influences of the flexural reinforcement ratio, concentrating the reinforcement in the immediate column region, and using steel fiber-reinforced concrete (SFRC) in the slab on the punching shear resistance, post-cracking stiffness, strain distribution, and crack control were investigated. In addition, the test results were compared with the predictions using various design codes. The use of high-strength steel reinforcement and SFRC increased the punching shear strength of slabs, and concentrating the top mat of flexural reinforcement showed beneficial effects on post-cracking stiffness, strain distribution, and crack control.
引用
下载
收藏
页码：468 / 475
页数：8
相关论文
共 50 条
  • [1] Punching-Shear Strength of Normal and High-Strength Two-Way Concrete Slabs Reinforced with GFRP Bars
    Hassan, Mohamed
    Ahmed, Ehab
    Benmokrane, Brahim
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2013, 17 (06)
  • [2] Punching Shear Behavior of Two-Way Slabs Reinforced with FRP Shear Reinforcement
    Hassan, Mohamed
    Ahmed, Ehab A.
    Benmokrane, Brahim
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2015, 19 (01)
  • [3] Prediction of punching shear strength of two-way slabs
    Elshafey, Ahmed A.
    Rizk, Emad
    Marzouk, H.
    Haddara, Mahmoud R.
    ENGINEERING STRUCTURES, 2011, 33 (05) : 1742 - 1753
  • [4] A new formula of punching shear strength for fiber reinforced polymer (FRP) or steel reinforced two-way concrete slabs
    Ju, Minkwan
    Ju, Jiann-wen Woody
    Sim, Jongsung
    COMPOSITE STRUCTURES, 2021, 259
  • [5] An innovative formulation for predicting the punching shear behavior in two-way reinforced concrete slabs
    Okasha, Nader M.
    Mirrashid, Masoomeh
    Naderpour, Hosein
    Nguyen, Tan. N.
    Alzo'ubi, Abdel Kareem
    Alneasan, Mahmoud
    MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES, 2024, : 10321 - 10342
  • [6] PUNCHING SHEAR ANALYSIS OF REINFORCED HIGH-STRENGTH CONCRETE SLABS
    MARZOUK, H
    HUSSEIN, A
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 1991, 18 (06) : 954 - 963
  • [7] Experimental and Theoretical Investigation of the Punching Shear Strength of GFRP-Reinforced Two-Way Slabs
    Kurtoglu, Ahmet Emin
    Bilgehan, Mahmut
    Gulsan, Mehmet Eren
    Cevik, Abdulkadir
    STRUCTURAL ENGINEERING INTERNATIONAL, 2023, 33 (03) : 379 - 388
  • [8] Experimental Study on Punching Shear Behavior of UHPC Two-way Slabs
    Fang Z.
    Chen J.-X.
    Cao Q.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2021, 34 (08): : 91 - 105
  • [9] Punching Shear Model for Normal and High-Strength Concrete Slabs Reinforced with CFRP or Steel Bars
    Hemzah, Sadjad Amir
    Al-Obaidi, Salam
    Salim, Thulfiqar
    JORDAN JOURNAL OF CIVIL ENGINEERING, 2019, 13 (02) : 250 - 268
  • [10] Shear in SFRC Slabs Reinforced with High-Strength Steel
    Talboys, Laura N.
    Lubell, Adam S.
    ACI STRUCTURAL JOURNAL, 2014, 111 (06) : 1431 - 1440
12345