首页|基于弹塑性力学的滑移支架多工况数值分析

基于弹塑性力学的滑移支架多工况数值分析

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针对两淮地区煤矿深部破碎软弱围岩支护的难点及其支护机制,设计研发自移式不反复支撑顶板液压支护支架.基于弹塑性力学建立数值分析模型,计算多工况下迈步过程中液压支架位移、应力、应变等力学参量.研究结果表明,在工况1时最大等效应力为245.33 MPa,工况2时最大等效应力为246.82 MPa,工况3时最大等效应力为245.27 MPa.3种工况的最大应力值不超过材料的屈服强度,满足要求,支架能够正常进行支护作业.研究结果可以为全面评估液压支架可靠性、稳定性以及施工工艺优化提供理论依据.
Multi-condition Statics Simulation Analysis of Self-moving Non-repeated Support Roof Hydraulic Support Bracket Based on Elastoplastic Mechanics
In response to the difficulties and support mechanisms of deep fractured and weak surrounding rocks in coal mines in the Two Huai River region,a self moving and non repetitive hydraulic support bracket for the roof was designed and developed.A numerical analysis model based on elastic-plastic mechanics was established to calculate mechanical parameters such as displacement,stress,and strain of the hydraulic support during the stepping process under multiple working conditions.The research results indicated that the maximum equivalent stress under condition 1 was 245.33 MPa,the maximum equivalent stress under condition 2 was 246.82 MPa,the maximum equivalent stress under working condition 3 was 245.27 MPa.The maximum stress values of the three working conditions do not exceed the yield strength of the material,meeting the requirements,and the bracket can perform support operations normally.The research results will provide a theoretical basis for the comprehensive evaluation of the reliability and stability of hydraulic supports,as well as for the optimization of construction processes.

coal mine in Huai River regionself-moving hydraulic support without repeated roof supportelastoplastic mechanicsnumerical simulation

范雪峰、李亮、王皖婷、秦语嫣、赵德望

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淮南矿业(集团)有限责任公司煤业分公司,安徽淮南 232000

安徽理工大学机械工程学院,安徽淮南 232000

两淮地区煤矿 自移式不反复支撑顶板液压支架 弹塑性力学 数值仿真

安徽省自然科学基金安徽省高等学校科学研究重点项目中国博士后科学基金面上项目

2308085ME166KJ2021A04172020M680947

2024

10.16545/j.cnki.cmet.2024.02.004

煤矿机电
煤炭科学研究总院上海分院

煤矿机电

影响因子：0.268
ISSN：1001-0874
年,卷(期)：2024.45(2)
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