scholarly journals Study on Load-Slip Characteristic Curves of Perfobond Shear Connectors in Hybrid Structures

2014 ◽  
Vol 12 (10) ◽  
pp. 413-424 ◽  
Author(s):  
Wei'an Wang ◽  
Canhui Zhao ◽  
Qiao Li ◽  
Weilin Zhuang
Author(s):  
Nguyen Minh Hai ◽  
Nakajima Akinori

In steel-concrete hybrid members and structures, to ensure required stress transmission between the steel and the concrete members, shear connectors are generally arranged between the two. A perfobond strip is widely used as the shear connector in various hybrid structures, and when applying the perfobond strip it is important to confirm its shear resistance. In this study, the shear resistance of the perfobond strip without the penetrating rebar is investigated experimentally by employing a simple push-out specimen. As a result, a design formula is proposed for evaluating the shear resistance of the perfobond strip, taking into account the dimensions of concrete block and the thickness of the perfobond plate, as well as the perforation diameter, and the concrete compressive strength.


2009 ◽  
Vol 65 (2) ◽  
pp. 454-473
Author(s):  
Hiroshi DOBASHI ◽  
Takemasa YAMADA ◽  
Yoshihiro TERASHIMA ◽  
Kazuhiro TSUJIMOTO ◽  
Toru KONDA ◽  
...  

2018 ◽  
Vol 189 (08) ◽  
pp. 849-880
Author(s):  
Pavel G. Baranov ◽  
Aleksandra M. Kalashnikova ◽  
Veniamin I. Kozub ◽  
Vladimir L. Korenev ◽  
Yurii G. Kusrayev ◽  
...  

2016 ◽  
Vol 106 (1) ◽  
pp. 1014-1019
Author(s):  
Nozomu TANIGUCHI ◽  
Yusuke SUGINO ◽  
Fujikazu OHKUBO ◽  
Weiwei LIN ◽  
Shinya SATAKE ◽  
...  

2020 ◽  
Vol 92 (6) ◽  
pp. 59-65
Author(s):  
G.P. TONKIH ◽  
◽  
D.A. CHESNOKOV ◽  
◽  

Most of Russian research about composite structure fire resistance are dedicated to the composite slab behavior. The composite beams fire resistance had been never investigated in enough volume: the temperature evaluation within the scope of the actual Russian design codes leads to the significant reduction in the shear connection strength. Meanwhile, there no correlation between the strength decreasing and type of the shear connection. The article provides an overview of the relevant researches and offers some approaches which could take into account bearing capacity reduction of the shear connectors within composite structures design.


Structures ◽  
2021 ◽  
Vol 31 ◽  
pp. 769-780
Author(s):  
Yong Liu ◽  
Lanhui Guo ◽  
Jun Shi ◽  
Jingfeng Wang

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