马蹄形断面波形钢腹板支架稳定承载性能研究
Investigation on Stability Behavior of U-shaped Steel Supporting Structure with Corrugated Webs
作者：吴丽丽(煤炭资源与安全开采国家重点实验室(中国矿业大学), 北京 100083;中国矿业大学(北京) 力学与建筑工程学院, 北京 100083)；安丽佩(煤炭资源与安全开采国家重点实验室(中国矿业大学), 北京 100083;中国矿业大学(北京) 力学与建筑工程学院, 北京 100083)；李佳蔚(煤炭资源与安全开采国家重点实验室(中国矿业大学), 北京 100083;中国矿业大学(北京) 力学与建筑工程学院, 北京 100083)；孙广强(煤炭资源与安全开采国家重点实验室(中国矿业大学), 北京 100083;中国矿业大学(北京) 力学与建筑工程学院, 北京 100083)
Author：Wu Lili(State Key Lab. of Coal Resources and Safe Mining (China Univ. of Mining and Technol.), Beijing 100083, China;School of Mechanics and Civil Eng., China Univ. of Mining and Technol., Beijing 100083, China)；An Lipei(State Key Lab. of Coal Resources and Safe Mining (China Univ. of Mining and Technol.), Beijing 100083, China;School of Mechanics and Civil Eng., China Univ. of Mining and Technol., Beijing 100083, China)；Li Jiawei(State Key Lab. of Coal Resources and Safe Mining (China Univ. of Mining and Technol.), Beijing 100083, China;School of Mechanics and Civil Eng., China Univ. of Mining and Technol., Beijing 100083, China)；Sun Guangqiang(State Key Lab. of Coal Resources and Safe Mining (China Univ. of Mining and Technol.), Beijing 100083, China;School of Mechanics and Civil Eng., China Univ. of Mining and Technol., Beijing 100083, China)
收稿日期：2017-05-15 年卷（期）页码：2017,49(6):55-64
期刊名称：工程科学与技术
Journal Name：Advanced Engineering Sciences
关键字：波形腹板;稳定承载力;马蹄形支架;模型试验;长细比
Key words：corrugated web;stability capacity;U-shaped support;model experiment;slenderness ratio
基金项目：国家自然科学基金资助项目（51278488）；煤炭资源与安全开采国家重点实验室开放课题资助项目（SKLCRSM14KFB05）
中文摘要
为了研究波形钢腹板支架结构在围岩压力作用下的平面内稳定性能，设计了马蹄形断面波形钢腹板支架的模型试验，分析了支架的稳定承载力、位移与应变发展规律。试验结果表明：支架的最终破坏形态为整体非对称失稳，支架两侧向外变形产生水平位移，右侧水平位移明显大于左侧水平位移；极限荷载时，仅拱顶翼缘和角部腹板进入了塑性阶段。支架的试验结果与有限元分析结果吻合良好，验证了有限元模型的正确性。在此基础上，对波形钢腹板支架的弹塑性屈曲性能进行了有限元参数分析，表明波形钢腹板支架对初始缺陷并不敏感，而腹板高度、腹板厚度及翼缘厚度是弹塑性稳定承载力的敏感参数，影响较大。长细比较小时，对称失稳和反对称失稳均可能发生；长细比较大时，支架会发展反对称失稳；支架的弹塑性屈曲荷载随长细比的增大而降低。有限元计算结果表明，相同边界条件和荷载情况下，波形钢腹板支架的极限稳定承载力是用钢量相同的矿用工字钢支架的2倍以上。
英文摘要
In order to investigate the in-plane stability of steel supporting structure with corrugated webs under the pressure of surrounding rocks,a model experiment was carried out to study the stability behavior,displacement and strain developments of U-shaped steel supporting structure with corrugated webs.The results showed that the ultimate failure mode was global asymmetric buckling,the deformation of the two sides of the support was outward along the radial direction,and the deformation of right side was larger than that of left side.Plastic deformation occurred only in the flange at the crown of the top arc and the web of the corner arc.The finite element model was verified by comparing the experimental results with that of finite element analysis.On this basis,the parametric numeric analysis on elastioplastic buckling behavior of corrugated steel webs was conducted by finite element method.The results showed that the corrugated steel webs were not sensitive to the initial imperfection,while the web height,the web thickness and the flange thickness were sensitive factors to the bearing capacity of elastic-plastic stability.When the slenderness ratio is small,the symmetric instability or antisymmetric instability may occur.When the slenderness ratio is large,the support will develop the antisymmetric instability.With the increase of slenderness ratio,the elasto-plastic buckling coefficientksincreases.Under the same boundary conditions and load conditions,the ultimate stability capacity of the steel support with corrugated webs is more than twice as much as that of the H-shaped steel support for mining with the same weight.
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