Fracture of Supplementary Axle-Support Channels for a Highway Trailer Caused by Restricting Welds

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Abstract

A supplementary axle, which was used as an extension to a highway-trailer tractor to increase its load-bearing capacity, failed in service. The rolled steel channel extensions that secured the axle assembly to the tractor main-frame I-beams fractured transversely, with the crack in each instance initiating at a weld that joined the edge of the lower flange to the support bracket casting. The cracks propagated through the flange on each side until the effective cross-sectional area had been reduced sufficiently to bring about sudden and complete fracture of the remaining web and upper flange. Fatigue fracture was caused by a combination of high bending stresses in the bottom flanges of the channels due to the heavy load being carried, concentration of stresses due to the rapid change in section modulus of the channel at its point of attachment to the support-bracket casting, and brittleness of the high-hardness HAZ of the weld associated with the abnormally high carbon content in the central part of the channel. Welding of channel edges contributed to harmful gradients in section moduli and should be avoided in future assemblies.
某公路挂车辅助轴支通道因限制焊缝而断裂
作为公路拖车拖拉机的延伸轴,用于增加其承载能力,但在使用中失败。将轴总成固定在拖拉机主框架工字梁上的轧钢通道延伸部分横向断裂,每次断裂都始于连接下法兰边缘和支撑支架铸件的焊缝。裂纹沿每侧翼缘扩展,直到有效截面积减小到足以导致剩余腹板和上翼缘突然完全断裂。疲劳断裂是由以下因素共同造成的:由于承载的重载荷,通道底部法兰的高弯曲应力,通道与支架铸件连接点的截面模量快速变化导致的应力集中,以及与通道中心部分异常高碳含量相关的焊缝高硬度热影响区脆性。沟道边缘的焊接会造成截面模量的有害梯度,在以后的装配中应避免。
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