Title of article
A kinematic approach for peak load evaluation of concrete elements
Author/Authors
A.A Pisano، نويسنده , , P. Fuschi ، نويسنده , , D. De Domenico، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2013
Pages
15
From page
125
To page
139
Abstract
A limit analysis numerical procedure for the peak load evaluation of concrete elements is proposed. The Menétrey–Willam criterion with cap in compression, settled in the Haigh–Westergaard coordinates, is used for a 3D treatment of the problem. Standard experimental tests on concrete specimens are considered to validate the procedure by comparison between numerical and laboratory findings.
Keywords
Eigenvector , subspace iteration , Eigenvalue , AMLS
Journal title
Computers and Structures
Serial Year
2013
Journal title
Computers and Structures
Record number
1210936
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