武吉山地磅桥结构加固分析与建模

Praja Dilla Atos
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引用次数: 0

摘要

煤矿开采是一个由几个阶段组成的过程,每个阶段都必须作为其他阶段不可分割的一部分而通过。煤炭开采过程中的一个重要阶段是称重过程,称重是衡量煤炭生产成果的一种交易工具。煤的称重是用桥式秤进行的。在采矿生产力中的重要作用必须力求其主要部件不发生故障,其中之一是地磅桥结构,其中主梁结构发生了几次变形。利用基于软件的有限元方法进行分析和建模,对变形问题进行了修复和加固。所使用的材料采用有限元法建模,载荷FA = 41,618.18 N, FB = 51,087.56 N, FC = 26,203.35 N,朝向Z轴ST52-3,密度7,850 g/cm3,屈服强度345 Mpa,拉伸强度560 Mpa。946,278个元素和1,728,745个节点的网格划分。使用基于有限元的软件Inventor 2019进行结构分析。仿真结果表明,在Z轴方向上von mises应力最大,为184 MPa;在Z矢量方向上位移最大,为7.98 mm。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ANALYSIS AND MODELING OF WEIGHBRIDGE CONSTRUCTION REINFORCEMENT AT PT BUKIT ASAM
Coal mining is a process that consists of several stages, and each stage must be passed as an inseparable part of the other stages. One of the important stages in the coal mining process is the weighing process used to measure the achievement of coal production and as a transactional tool. The weighing of coal is done using a bridging scale. The importance of the role in mining productivity must have strived for no failure in its main components, one of which is the weighbridge construction, where several occurrences of deformation occur in the main beam construction. Repair and strengthening efforts are carried out to overcome the deformation problems based on analysis and modeling using the software-based Finite Element Method. The material used is modeled using the Finite Element Method with loading FA = 41,618.18 N, FB = 51,087.56 N, and FC = 26,203.35 N towards the Z axis ST52-3 with Density 7,850 g/cm3, Yield Strength 345 Mpa, Tensile Strength 560 Mpa. The meshing of 946,278 elements and 1,728,745 nodes. Construction analysis using finite element-based software Inventor 2019. The simulation results can be concluded that the greatest von mises stress occurs in the direction of the Z axis with a value of 184 MPa, and the largest displacement occurs in the direction of the Z vector with a value of 7.98 mm.
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