Experimental study of push-out test of circular steel tube with various types of shear connectors

2018 ◽  
Author(s):  
Amer M. Ibrahim ◽  
Huda M. Mubarak ◽  
AbdulMuttalib I. Said
Keyword(s):  
Experimental Study ◽  
Steel Tube ◽  
Shear Connectors ◽  
Circular Steel Tube ◽  
Push Out

Experimental study on circular steel tube-confined reinforced UHPC columns under axial loading

2021 ◽  
Vol 230 ◽  
pp. 111599
Author(s):  
Jiangang Wei ◽  
Zhitao Xie ◽  
Wei Zhang ◽  
Xia Luo ◽  
Yan Yang ◽  
...  
Keyword(s):  
Experimental Study ◽  
Axial Loading ◽  
Steel Tube ◽  
Circular Steel Tube

EXPERIMENTAL STUDY ON SHEAR RESISTANCE EVALUATION OF PERFOBOND STRIP WITHOUT PENETRATING REBAR

2015 ◽  
Vol 2 (1) ◽  
Author(s):  
Nguyen Minh Hai ◽  
Nakajima Akinori
Keyword(s):  
Experimental Study ◽  
Concrete Block ◽  
Shear Resistance ◽  
Hybrid Structures ◽  
Shear Connector ◽  
Concrete Compressive Strength ◽  
Shear Connectors ◽  
Concrete Members ◽  
Stress Transmission ◽  
Push Out

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.

scholarly journals Experimental analysis of bolts employed as shear connectors in circular concrete-filled tube columns

2019 ◽  
Vol 12 (2) ◽  
pp. 337-370 ◽  
Author(s):  
E. M. XAVIER ◽  
J. G. R. NETO ◽  
A. M. C. SARMANHO ◽  
L. ROQUETE ◽  
L. G. C. De PAULA
Keyword(s):  
Theoretical Analysis ◽  
Experimental Analysis ◽  
Load Capacity ◽  
Concrete Strength ◽  
Steel Tube ◽  
Experimental Results ◽  
Shear Connectors ◽  
Concrete Confinement ◽  
Push Out ◽  
Theoretical Results

Abstract This paper presents experimental and theoretical analysis of bolts employed as shear connectors in circular concrete-filled steel tube columns (CFTs). The theoretical results, obtained from ABNT NBR 16239:2013 formulations, were compared with the experimental results. A series of push-out tests were carried out, where the diameter and length of the bolts, the number of connectors and the concrete strength were varied. From the experimental results, it was observed that the equations from ABNT NBR 16239:2013 are conservative. Therefore, it is proposed an adjustment to the formulations in order to consider the concrete confinement. It was also verified that increments in the diameter and the length of the bolt increase the load capacity of the connector. However, the variation of the quantity of bolts and the concrete strength did not interfere in the load capacity.

Push-out test of pre-stressing concrete filled circular steel tube columns by means of expansive cement

2009 ◽  
Vol 23 (1) ◽  
pp. 491-497 ◽  
Author(s):  
Chang Xu ◽  
Huang Chengkui ◽  
Jiang Decheng ◽  
Song Yuancheng
Keyword(s):  
Steel Tube ◽  
Circular Steel Tube ◽  
Push Out ◽  
Expansive Cement
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