Closure to “Collapse Load Analysis using Linear Programming”

1973 ◽  
Vol 99 (5) ◽  
pp. 947-947
Author(s):  
Donald E. Grierson ◽  
Graham M.L. Gladwell
Keyword(s):  
Linear Programming ◽  
Collapse Load ◽  
Load Analysis

Collapse Load Analysis using Linear Programming

1971 ◽  
Vol 97 (5) ◽  
pp. 1561-1573
Author(s):  
Donald E. Grierson ◽  
Graham M.L. Gladwell
Keyword(s):  
Linear Programming ◽  
Collapse Load ◽  
Load Analysis

Discussion of “Collapse Load Analysis using Linear Programming”

1972 ◽  
Vol 98 (11) ◽  
pp. 2626-2626
Author(s):  
Egor P. Popov ◽  
James L. Tocher
Keyword(s):  
Linear Programming ◽  
Collapse Load ◽  
Load Analysis

Discussion of “Collapse Load Analysis using Linear Programming”

1971 ◽  
Vol 97 (11) ◽  
pp. 2769-2770
Author(s):  
Jack I. Nicholls ◽  
Clayton E. Lofthus
Keyword(s):  
Linear Programming ◽  
Collapse Load ◽  
Load Analysis

scholarly journals Collapse load analysis for circumferentially cracked cylinder subjected to combined torsion and bending moments

2018 ◽  
Vol 192 ◽  
pp. 02024
Author(s):  
Sutham Arun ◽  
Thongchai Fongsamootr
Keyword(s):  
Finite Element Analysis ◽  
Limit Load ◽  
Failure Strength ◽  
Bending Moments ◽  
Collapse Load ◽  
Welding Zone ◽  
Element Analysis ◽  
Strength Assessment ◽  
Load Analysis ◽  
Cracked Cylinder

Cylinder is one of the most commonly used components which has a risk of having circumferential cracks, especially in the welding zone. When cracks are discovered, it is necessary to perform the failure strength assessment of cracked cylinder and the limit load play an important part as the input of the assessment. At present, the limit load solution for circumferential cracked cylinder under combined bending and torsion can be estimated by using the methods of equivalent moment or biaxial failure parameter. However, these methods still have some limitations. The main aim of this paper is to propose the alternative method for predicting the failure moment of circumferential cracked cylinder under combined bending and torsion. The method used in this paper is based on the modification of biaxial failure parameter and the data from finite element analysis. Details of this method is presented in this paper.

Collapse load analysis of yield-line elements

2000 ◽  
Vol 22 (8) ◽  
pp. 1048-1054 ◽  
Author(s):  
Mitchell Gohnert
Keyword(s):  
Collapse Load ◽  
Yield Line ◽  
Load Analysis ◽  
Line Elements

Application of Shell Elements to Collapse Load Analysis

2003 ◽  
Author(s):  
Seiji Asada ◽  
Asao Okamoto ◽  
Isoharu Nishiguchi ◽  
Mitsuru Aoki
Keyword(s):  
Circular Plate ◽  
Collapse Load ◽  
Shape Functions ◽  
Dimensional Model ◽  
Shell Elements ◽  
Fea Model ◽  
Load Analysis

Shell elements make it easy to generate FEA model, and reduce time and costs for the analysis. Those are useful for surveying shape of structure. In this paper, FEA with shell elements are performed for a clamped circular plate in order to survey influence of mesh types on the collapse load, as for the sizes, the number of integration points and the order of shape functions. Based on the results, collapse load analysis for a torispherical head vessel for 2-dimensional model with shell elements is performed and studied for applicability of shell elements to collapse load analysis.

scholarly journals An iterative elastic SBFE approach for collapse load analysis of inelastic structures

2020 ◽  
Vol 81 ◽  
pp. 320-341
Author(s):  
Afshin Mellati ◽  
Sawekchai Tangaramvong ◽  
Francis Tin-Loi ◽  
Chongmin Song
Keyword(s):  
Collapse Load ◽  
Inelastic Structures ◽  
Load Analysis
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