Experimental Study on Steel Beam-to-Column Connections Repaired with SFRCC

2013 ◽  
Author(s):  
Lewei Tong ◽  
Chuanqi Sun ◽  
Yiyi Chen
Keyword(s):  
Experimental Study ◽  
Steel Beam

Experimental study and theoretical analysis on mansard steel beam

2017 ◽  
pp. 423-428
Author(s):  
J Kouadjo ◽  
Junchao Huang ◽  
Zhixin Zhang ◽  
Wenyi Cui
Keyword(s):  
Experimental Study ◽  
Theoretical Analysis ◽  
Steel Beam

Experimental study and numerical simulation of a new prefabricated SRC column to steel beam composite joint

Structures ◽  
2020 ◽  
Vol 27 ◽  
pp. 999-1010
Author(s):  
SuJian Yu ◽  
Chenglong Wu ◽  
Fei Zhou ◽  
Pengfei Wang ◽  
Kaichang Zhao ◽  
...  
Keyword(s):  
Numerical Simulation ◽  
Experimental Study ◽  
Steel Beam ◽  
Composite Joint

scholarly journals Experimental Study on the Stiffness of Steel Beam-to-Upright Connections for Storage Racking Systems

Materials ◽  
2020 ◽  
Vol 13 (13) ◽  
pp. 2949
Author(s):  
Florin Dumbrava ◽  
Camelia Cerbu
Keyword(s):  
Experimental Study ◽  
Cross Section ◽  
Bending Moment ◽  
Steel Beam ◽  
Rotational Stiffness ◽  
Safety Coefficient ◽  
Flexural Tests ◽  
Different Thickness

The aspects regarding the stiffness of the connections between the beams that support the storage pallets and the uprights is very important in the analysis of the displacements and stresses in the storage racking systems. The main purpose of this paper is to study the effects of both upright thickness and tab connector type on the rotational stiffness and on the capable bending moment of the connection. For this purpose, a number of 18 different groups of beam-connector-upright assemblies are prepared by combining three types of beams (different sizes of the box cross section), three kinds of uprights profiles (with a different thickness of the section walls), and two types of connectors (four-tab connectors and five-tab connectors). Flexural tests were carried out on 101 assemblies. For the assemblies containing the uprights having the thickness of 1.5 mm, the five-tab connector leads to a higher value of the capable moment and higher rotational stiffness than similar assemblies with four-tab connectors. A contrary phenomenon happens in case of the assemblies containing the upright profiles having a thickness of 2.0 mm regarding the capable design moment. It is shown how the safety coefficient of connection depends on both the rotational stiffness and capable bending moment.

Experimental study of steel beam‐to‐column connections with bolted joints where the dissipative zone is the panel zone

2020 ◽  
Vol 13 (1) ◽  
pp. 22-29
Author(s):  
Atsushi Sato ◽  
Yohei Koyama ◽  
Hideki Idota ◽  
Yuki Sato ◽  
Shigeharu Yagi ◽  
...  
Keyword(s):  
Experimental Study ◽  
Bolted Joints ◽  
Steel Beam ◽  
Panel Zone

Experimental study of earthquake-resilient prefabricated steel beam-column joints with different connection forms

2019 ◽  
Vol 187 ◽  
pp. 299-313 ◽  
Author(s):  
Ai-Lin Zhang ◽  
Qi Wang ◽  
Zi-qin Jiang ◽  
Xiao-Feng Yang ◽  
Hang Zhang
Keyword(s):  
Experimental Study ◽  
Steel Beam

Experimental Study on the Structural Capacity of the U-Flanged Truss Steel Beam

2018 ◽  
Vol 18 (4) ◽  
pp. 113-121
Author(s):  
Myoung Ho Oh ◽  
◽  
Young Ho Kim ◽  
Jae Yoon Kang ◽  
Myeong Han Kim
Keyword(s):  
Experimental Study ◽  
Steel Beam ◽  
Structural Capacity

Experimental study on seismic performance of partial penetration welded steel beam-column connections with different fillet radii

2014 ◽  
Vol 17 (6) ◽  
pp. 851-865 ◽  
Author(s):  
Hanbin Ge ◽  
Liang-Jiu Jia ◽  
Lan Kang ◽  
Toshimitsu Suzuki
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Steel Beam ◽  
Welded Steel ◽  
Partial Penetration
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