科研之友
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摘要
A limit analysis numerical procedure for the peak load evaluation of concrete elements is proposed. The Menetrey-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.
- 出版日期2013-4-1
