Nonlinear buckling of cylindrical steel silos with fabrication cracks

2019 ◽  
Vol 353 ◽  
pp. 219-229
Author(s):  
Qing Shuai Cao ◽  
Yang Zhao ◽  
Li Xing ◽  
Ru Zhang ◽  
Ben Yue Li
Keyword(s):  
Nonlinear Buckling ◽  
Cylindrical Steel ◽  
Steel Silos

Research of Stability of Cylindrical Steel Silos with Lap Joints

2014 ◽  
Vol 1065-1069 ◽  
pp. 1212-1216
Author(s):  
Zhen Hua Liu ◽  
Tao Wang ◽  
Xiao Bei Wang ◽  
Hong Zhu Shan
Keyword(s):  
Axial Compression ◽  
Lap Joints ◽  
Flat Bottom ◽  
Bending Stresses ◽  
Steel Panels ◽  
Cylindrical Steel ◽  
The Stability ◽  
Nonlinear Elastic ◽  
Steel Silos ◽  
Linear Buckling Analysis

Steel silos are commonly constructed by welding together a large number of curved steel panels with lap joints.Where the lap runs horizontally around the silo circumference, the lap connection causes a local eccentricity in the line of vertical thrust in the shell wall. This eccentricity induces high local bending stresses, which are detrimental to the stability of the structure. This paper chooses a flat-bottom squat steel silo as the research object to analyze the stability of lap-jointed steel silo by comparing with a butt-jointed steel silo. By stressing loads calculated according to Chinese code for design of grain steel silos, considering two load cases including axial compression only and combined axial compression and internal pressure, this paper performs numerical analysises including linear buckling analysis, geometric nonlinear elastic analysis and geometrically and materially nonlinear analysis to study the effects of material nonlinearity and lap joint on stability.

Change in the acoustic and elastic properties of the cylindrical steel specimens during the tensile

2019 ◽  
Author(s):  
Olga V. Murav'eva ◽  
◽  
Sergey V. Len'kov ◽  
Alexandr A. Nagovitsyn ◽  
Albina F. Basharova
Keyword(s):  
Elastic Properties ◽  
Cylindrical Steel
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