A new method to deduce the stress in a catenary support structure based on novel hybrid simulation

Last updated on 05 September 2014 3:42
Based on a stress investigation of structural failures of the railway system in China, a new method to determine the stress is put forward to overcome the deficiency of conventional simulation and experiment methods. Through numerical simulation, the inference relation of the stress between various locations is obtained. Then, by...
Author(s): Weihua Z;Ning Z;Bingrong M
2009
China
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