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Mode Evaluation and Structure Design of Connection between Pole and Base of Roadside Breakaway Sign in China

机译:中国路边轨迹杆与基地连接的模式评价与结构设计

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摘要

In order to present reliable mode and structure of connection between pole and base for breakaway sign, mode evaluation and structure design were conducted in this paper. AHP was adopted to evaluate connection modes between sign pole and base. Analytic hierarchy with double criterion layer and corresponding judgment matrix were established. Through qualitative analysis, powers of indexes were given and evaluation results were presented based on standardization process of each evaluation index. It shows that brittle connection mode comes in the first place, the plastic connection mode comes second, and rigid connection mode comes last. Two brittle connection structures were designed through the finite element simulation analysis. By ANSYS software, stress data were given for recessed and hole-type connection design structure. It can be found that maximum tensile stress data of two connection structures are all more than ultimate tensile strength of steel. Thus it can be concluded that two connection structures designed in this paper can be breakaway in collision and protect the safety of vehicle occupants.
机译:为了呈现杆和基座之间的可靠模式和结构,在分离标志中,在本文中进行了模式评估和结构设计。采用AHP评估符号杆和基地之间的连接模式。建立了具有双标准层和相应判断矩阵的分析层次结构。通过定性分析,给出了指标的权力,并根据每个评估指标的标准化过程提出了评估结果。它表明,脆性连接模式始终是第一个,塑料连接模式达到第二个,刚性连接模式持续。通过有限元模拟分析设计了两个脆性连接结构。通过ANSYS软件,给出了凹陷和孔型连接设计结构的应力数据。可以发现,两个连接结构的最大拉伸应力数据都是钢的最终拉伸强度。因此,可以得出结论,本文中设计的两个连接结构可以碰撞和保护车辆乘员的安全性。

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