EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON MECHANICAL PERFORMANCE OF TRUSS WITH ROTARY DISH-TYPE FASTENER

Wang Tiecheng  Li Dongyang  Zhao Hailong  Li Qinshan  Wang Yuan  Li Guoyao

doi:10.13204/j.gyjz201507027

Volume 45 Issue 7

Sep. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(7): 132-137

ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025

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Wang Tiecheng Li Dongyang Zhao Hailong Li Qinshan Wang Yuan Li Guoyao, . EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON MECHANICAL PERFORMANCE OF TRUSS WITH ROTARY DISH-TYPE FASTENER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 132-137. doi: 10.13204/j.gyjz201507027

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EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON MECHANICAL PERFORMANCE OF TRUSS WITH ROTARY DISH-TYPE FASTENER

doi: 10.13204/j.gyjz201507027

Wang Tiecheng Li Dongyang Zhao Hailong Li Qinshan Wang Yuan Li Guoyao,

Publish Date: 2015-07-20

Abstract

Abstract

The full-scale test of the truss with rotary dish-type fastener was carried out． Based on the test numerical model of the truss with rotary dish-type fastener，the three dimension finite element model was established and the finite element analysis was carried on by finite element software． It indicated that the truss had higher strength，the stress and displacement of the truss present symmetric，the connecting gap of the chord bar had great influence on the displacement of the truss and the stress of the chord bar，and the computation value coincided well with the experimental value which meant geometrical modeling and mesh-plotting were proper and feasible． It found that the maximum deflection and maximum bearing capacity of the truss appeared in the third stage，which met the requirements in the process of section construction．
- rotary dish-type,
- silo top,
- truss,
- displacement,
- stress

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