Lian Guo-dong
Abstract
Stress distribution of 50 t/16 t bridge crane girder was analyzed by ANSYS.The results show that severe stress concentration occurrs at the abrupt change of the girder web cross-section area,and it makes the load carrying capacity decrease.
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Stress distribution of 50 t/16 t bridge crane girder was analyzed by ANSYS.The results show that severe stress concentration occurrs at the abrupt change of the girder web cross-section area,and it makes the load carrying capacity decrease.
Key concepts: Structural engineering, Girder, Finite element method, Bridge (graph theory), Engineering, Stress (linguistics), Medicine, Philosophy