关于Kereta Kapsul基础框架结构的优化

I. W. Suweca, J. Yahya
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摘要

万隆当地一家名为PT TREKKA的公司目前正在开发一种名为“Kapsul系统”的新型公共交通系统。发展的最终目标是在建设和运营成本方面获得一个有竞争力的公共交通系统。Kereta Kapsul是正在开发的产品之一。需要进行初步分析以验证Kereta Kapsul的初始设计。本文介绍了由基架和主体架组成的Kereta Kapsul上部结构的受力分析和设计优化。采用有限元法进行数值分析。分析从几何和有限元建模开始,然后根据所使用的标准应用载荷和边界条件。采用一阶四边形单元进行网格划分,基架结构尺寸为10mm,体架尺寸为15mm。采用收敛的有效有限元模型作为进一步应力分析的模型。基础框架的初始设计在标准要求的压缩荷载下失效。设计优化进行了5次迭代,最终的模型质量约为1100 kg,最坏情况下的最小安全系数为2.7,压缩加载时的最小安全系数为2.3。
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On the optimization of Kereta Kapsul's base frame structure
A local company in Bandung, PT TREKKA, is currently developing a new public transportation system named Kapsul System. The ultimate goal of the development is to obtain a competitive public transportation system in terms of the cost of construction and operation. Kereta Kapsul is one of the product being developed. Preliminary analysis needs to be done to verify the initial design of the Kereta Kapsul. This paper presents the stress analysis and design optimization of Kereta Kapsul's upper structure consisting of a base frame and a body frame. The analysis was conducted numerically using finite element method. The analysis began with geometry and finite element modeling and was followed by the application of loads and boundary conditions in accordance with the standards used. The meshing process was carried out with first-order quadrilateral elements of 10 mm in size for the base frame structure and of 15 mm in size for the body frame. Convergent and valid finite element models were then used as models in further stress analysis. Initial design of base frame failed under compression loading as required by the standards. Design optimization has been done for five iterations and resulted in the last model with a mass of about 1100 kg with minimum safety factor of 2.7 in the worst case loading and of 2.3 on compression loading.
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