scholarly journals AN EXPERIMENTAL STUDY ON REPAIRABILITY AND RECOVERY OF STRUCTURAL PERFORMANCE FOR DAMAGED H-SHAPED STEEL MEMBERS

2014 ◽  
Vol 20 (44) ◽  
pp. 139-142
Author(s):  
Takeshi MATSUMOTO ◽  
Kenjiro MORI ◽  
Takumi ITO ◽  
Changhoon CHOI
Keyword(s):  
Experimental Study ◽  
Structural Performance ◽  
Steel Members

scholarly journals AN EXPERIMENTAL STUDY ON REPAIR METHOD AND RECOVERY OF STRUCTURAL PERFORMANCE FOR DAMAGED RHS STEEL MEMBERS

2016 ◽  
Vol 22 (52) ◽  
pp. 971-976
Author(s):  
Kenjiro MORI ◽  
Takumi ITO ◽  
Hiroka MUNEMURA ◽  
Hiromu FUSE ◽  
Changhoon CHOI
Keyword(s):  
Experimental Study ◽  
Structural Performance ◽  
Repair Method ◽  
Steel Members

scholarly journals Experimental Study on the Behavior of Tension Member Under Rupture

2021 ◽  
Keyword(s):  
Experimental Study ◽  
Tensile Force ◽  
Steel Structure ◽  
Steel Structures ◽  
Structural Members ◽  
Steel Members ◽  
Tension Member ◽  
Strong Relation ◽  
Almost All ◽  
Tension Members

Abstract. A steel structure is naturally lighter than a comparable concrete construction because of the higher strength and firmness of steel. Nowadays, the growth of steel structures in India is enormous. There are so many advantages in adopting the steel as structural members. Almost all high-rise buildings, warehouses & go-downs are steel structures and even some of the commercial buildings are made of steel. Tension members are the elements that are subjected to direct axial load which tends in the elongation of the structural members. Even today bolted connections play a major role in the connection of hot rolled structural steel members. In this experimental study the behavior of tension members (TM) such as plates, angles & channels have been studied under axial tensile force. There is strong relation between pitch and gauge (with in the specified limit as per IS 800:2007) in determining the rupture failure plane. In this study we intensively tested the behaviour of TM for different fasteners pattern by changing the pitch, gauge, end & edge distance and by adopting the different patterns or arrangements of bolted connection in it.

Structural performance of Dou-Gong brackets of Yingxian Wood Pagoda under vertical load – An experimental study

2014 ◽  
Vol 80 ◽  
pp. 274-288 ◽  
Author(s):  
Zhiyong Chen ◽  
Enchun Zhu ◽  
Frank Lam ◽  
Jinglong Pan
Keyword(s):  
Experimental Study ◽  
Structural Performance ◽  
Vertical Load

Experimental Study on Structural Performance of Prefabricated Composite Box Girder with Corrugated Webs and Steel Tube Slab

2019 ◽  
Vol 24 (6) ◽  
pp. 04019047
Author(s):  
Jun He ◽  
Yuqing Liu ◽  
Sihao Wang ◽  
Haohui Xin ◽  
Hongwei Chen ◽  
...  
Keyword(s):  
Experimental Study ◽  
Steel Tube ◽  
Structural Performance ◽  
Box Girder ◽  
Corrugated Webs

scholarly journals Koiter Asymptotic Analysis Of Thin-Walled Cold-Formed Steel Members

2015 ◽  
Vol 9 (4) ◽  
pp. 245-251 ◽  
Author(s):  
Viorel Ungureanu ◽  
Dan Dubina ◽  
Andrei Crisan ◽  
Antonio Madeo ◽  
Giuseppe Zagari ◽  
...  
Keyword(s):  
Experimental Study ◽  
Statistical Evaluation ◽  
Computational Cost ◽  
Limit Load ◽  
Imperfection Sensitivity ◽  
Critical Buckling Load ◽  
Steel Members ◽  
Cold Formed Steel ◽  
Thin Walled ◽  
Low Computational Cost

Abstract An imperfection sensitivity analysis of cold-formed steel members in compression is presented. The analysis is based on Koiter’s approach and Monte Carlo simulation. If the modes interaction is correctly accounted, than the limit load and the erosion of critical buckling load can be easily evaluated. Thousands of imperfection can be analysed with very low computational cost and an effective statistical evaluation of limit performance can be carried out. The analysis is done on pallet rack uprights in compression, based on an intensive experimental study carried out at the Politehnica University of Timisoara.

Experimental Study on Bearing Capacity of Q690 High-Strength Steel Tubes under Axial Load

2014 ◽  
Vol 638-640 ◽  
pp. 101-104
Author(s):  
Yi Liang Peng ◽  
Guo Tian Li ◽  
Xuan Min Han ◽  
Lei Chen
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
High Strength Steel ◽  
Axial Load ◽  
High Strength ◽  
Steel Grade ◽  
Stability Factor ◽  
Steel Tubes ◽  
Steel Members ◽  
The Stability

With the rapid development of power transmission and transformation projects in China, steel supporting structure has already became the most popular structural form for these structures. However, the limit of steel grade used for current substation supporting structures is normally Q420, compared with that of Q690 used in other countries. When the high-strength steel is used, the geometric parameters of section for members become smaller, and the stability of members is the most important factors to influence the bearing capacity of structures. The stability factor for axial loaded steel members in current 《Code for design of steel structures》(GB50017-2003) was derived based on the experimental results for steel members with lower steel grade, the results are inevitably different from those for high-strength steel members. To make the calculations of Q690 high-strength steel tubes more accurate and reasonable, this paper conducts experimental study on the bearing capacity of Q690 high-strength steel tubes under axial load to provide scientific basis for practical design of these structures.

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