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The Bearing Strength and Fracture Behavior of Bolted Connections in Two Aluminum Alloys

机译:两种铝合金螺栓连接的轴承强度和断裂行为

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摘要

In this paper, the bearing capacity, taken as a combination of strength, elongation, and failure by fracture characteristics of bolt holes in two aluminum alloys, 5052-H32 and 6061-T6, that were deformed in uniaxial tension is presented and discussed. The specific role played by bolt hole confinement on the bearing capacity of each aluminum alloy is highlighted. An increase in the bearing ratio caused plastic deformation around the holes to gradually increase. For both the chosen aluminum alloys the average bearing ratio at the time of failure of the test sample was found to vary with end distance. The experimentally determined strength was observably larger than the calculated bearing strength obtained using guaranteed minimum mechanical properties and recommended mathematical relationships. The nature of final fracture of each aluminum alloy is carefully examined and the intrinsic features present on the fracture surface are rationalized in concurrence with macroscopic mechanical response.
机译:在本文中,提出并讨论了承受强度,伸长率和断裂强度的组合,这两种轴承是在单轴拉伸下变形的两种铝合金5052-H32和6061-T6中由螺栓孔的断裂特性决定的。突出了螺栓孔限制对每种铝合金的承载能力的特殊作用。轴承比的增加导致孔周围的塑性变形逐渐增加。对于两种选择的铝合金,发现测试样品失效时的平均承载比随端距而变化。实验确定的强度明显大于使用保证的最小机械性能和推荐的数学关系式所获得的计算的轴承强度。仔细检查每种铝合金最终断裂的性质,并在宏观机械响应的基础上合理化断裂表面上存在的固有特征。

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