Title of article :
Failure analysis of transmission towers
Author/Authors :
Albermani، نويسنده , , F. and Kitipornchai، نويسنده , , S. and Chan، نويسنده , , R.W.K.، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2009
Pages :
7
From page :
1922
To page :
1928
Abstract :
This paper advocates the use of nonlinear methodology for structural failure analysis. This approach is used for structural failure prediction rather than forensic analysis. Failure prediction has been confirmed by the expensive full-scale testing of a new transmission tower design that collapsed during the test. Using this approach, tower designs can be easily modified and upgraded, which results in substantial savings in time and resources.
Keywords :
Buckling , Finite element analysis , structural failure
Journal title :
Engineering Failure Analysis
Serial Year :
2009
Journal title :
Engineering Failure Analysis
Record number :
2338615
Link To Document :
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