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FAILURE ANALYSIS OF STEPLADDERS MANUFACTURED FROM EXTRUDED ALUMINUM

机译:挤压铝制阶梯梯的失效分析

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Despite advances in materials and manufacturing techniques for extruded aluminum and fiberglass reinforced composite structures, accidents involving ladders cause an estimated 300 deaths and 130,000 injuries annually. Although the origins of accidents are rarely known, the causes are usually attributed to the actions of the user and not the failure of the atructure. To better understand the material and structural characteristics of common, commercially available aluminum stepladders, and the potential role they play in accidents, a Structural analysis was performed on several typical designs. Stress analysis of common structural geometries revealed that (he potential modes of failure are complex, and might often be the result of a combination of compression, bending, and torsion in the front side rails. In addition, some loading scenarios suggest failure can result from elastic buckling in either the front or rear side rails. Measurements to quantify variations in the material and geometric properties of the ladder components revealed that significant variations can exist and are attributable to several different aspects of the manufacturing process. In some instances, actual rail strength and section properties did not meet the specifications of the ladder manufacturer. Overall, the susceptibility of these structures to Mure under certain loading scenarios, coupled with the inherent variations associated with extrusion manufacturing, indicate that aluminum stepladders, especially Type Ⅱ and Type Ⅲ, are not adequately designed for strength, and that current designs do not demonstrate a factor of safety sufficient to meet the standards required by the ladder industry.
机译:尽管用于挤压铝和玻璃纤维增​​强复合结构的材料和制造技术取得了进步,但涉及梯子的事故每年仍导致约300人死亡和130000人受伤。尽管事故的起因鲜为人知,但其原因通常归因于用户的行为,而不是结构的故障。为了更好地了解常见的市售铝梯的材料和结构特征,以及它们在事故中可能发挥的作用,对几种典型设计进行了结构分析。常见结构几何形状的应力分析表明(潜在的破坏模式很复杂,并且可能通常是前侧横梁受压缩,弯曲和扭曲共同作用的结果。此外,一些载荷情况表明,破坏可能是由于以下原因造成的:量化前后梯子部件的材料和几何特性变化的测量表明,可能存在明显的变化,这可归因于制造过程的几个不同方面。在某些情况下,实际的导轨强度总体而言,这些结构在某些载荷情况下对Mure的敏感性以及挤压制造的内在变化表明,铝梯,尤其是Ⅱ型和Ⅲ型是没有足够的强度设计,并且当前的设计没有确保足以满足梯子行业要求的标准的安全系数。

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