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扣件式满堂脚手架稳定性非线性分析
引用本文:张劼,叶中豹,费家仓,王艳华. 扣件式满堂脚手架稳定性非线性分析[J]. 安徽水利水电职业技术学院学报, 2012, 12(1): 1-3,10
作者姓名:张劼  叶中豹  费家仓  王艳华
作者单位:安徽新华学院土木与环境工程学院,安徽合肥,230088;安徽水利水电职业技术学院,安徽合肥,231603
摘    要:文章用ANSYS模拟满堂脚手架在施工过程中脚手架搭设工况,模拟合适的参数,分析满堂脚手架搭设体系的性能、得到了满堂脚手架中扣件式钢管脚手架稳定承载力,进而分析了脚手架构造因素对扣件式钢管脚手架整体稳定承载力的影响。

关 键 词:试验模型脚手架  承载性状  ANSYS  模拟

Nonlinear analysis of stability calculation of fastener steel tube full hall scaffold
ZHANG Jie , YE Zhong-bao , FEI Jia-cang , WANG Yan-hua. Nonlinear analysis of stability calculation of fastener steel tube full hall scaffold[J]. Journal of Anhui Technical College of Water Resources and Hydroelectric Power, 2012, 12(1): 1-3,10
Authors:ZHANG Jie    YE Zhong-bao    FEI Jia-cang    WANG Yan-hua
Affiliation:1(1.Anhui Xinhua University Civil and Environmental engineering College Anhui Hefei 230088; 2.Anhui Water Conservancy Technical College Anhui Hefei 231603)
Abstract:This article uses ANSYS-System to simulate the construction situation of the fastener steel tube full hall scaffold in the process conditions,simulates the suitable parameters,analyzes the performance of the fastener steel tube full hall scaffold’s erection system,gets the result of stabile load-bearing capacity,and then analyzes the influence of the scaffold on the stabile load-bearing capacity.
Keywords:model scaffold  bearing character  ANSYS  simulation
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