WANG Chu-qing, WANG Hu-chang, LI Liang, ZHAO Xue-ling, SUN Qing. MULTI-SCALE FINITE ELEMENT ANALYSIS OF STEEL TUBE TOWER FOR LARGE CROSSING TRANSMISSION LINES[J]. Engineering Mechanics, 2013, 30(7): 147-152,166. DOI: 10.6052/j.issn.1000-4750.2012.03.0189
Citation: WANG Chu-qing, WANG Hu-chang, LI Liang, ZHAO Xue-ling, SUN Qing. MULTI-SCALE FINITE ELEMENT ANALYSIS OF STEEL TUBE TOWER FOR LARGE CROSSING TRANSMISSION LINES[J]. Engineering Mechanics, 2013, 30(7): 147-152,166. DOI: 10.6052/j.issn.1000-4750.2012.03.0189

MULTI-SCALE FINITE ELEMENT ANALYSIS OF STEEL TUBE TOWER FOR LARGE CROSSING TRANSMISSION LINES

  • Multi-scale calculation can obtain an appropriate balance between computational precision and computational cost, and it has been widely applied in many subjects and engineering purposes. To accomplish a reliable interface between a global model and a local model, a multi-point constraint equation method is realized in finite element software based on the multi-scale calculation theory, and applied in the study of the mechanical properties for a steel tower. The multi-scale finite steel tower simulation result is verified by a TTA model, a rigid-framed model, a truss-framed model and an experiment. The results show that the multi-scale finite calculation can efficiently simulate the whole steel tower mechanical behavior and the complex bonding stress distribution between different connection parts. The proposed methodology is applicable in civil engineering.
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