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Reduction in clamping force due to applied longitudinal load to aerospace structural bolted plates

机译:由于施加在航空航天结构螺栓板上的纵向载荷而导致的夹紧力降低

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The main purpose of the present work is to experimentally and numerically study why and how the magnitude of the bolt clamping force reduces in the aerospace structural bolted plates when they are subjected to a longitudinal tensile load. In the experimental method, a holed plate of aluminium alloy 7075-T6 was clamped using a single bolt fastener, and then tested under an increasing static longitudinal tensile load. The bolt clamping magnitude was determined by using the measured axial compressive strains of a steel bush placed between the nut and plate. Two clamped specimens with different initial clamping forces were studied. In each specimen the actual clamping forces were determined during the longitudinal loading on the plate. In the numerical method, a three-dimensional (3D) finite element model was generated in order to simulate and quantify the bolt clamping force in the plate model loaded in tension. Both experimental and numerical results showed that the clamping force reduces considerably in the aluminium bolted plates under the longitudinal tensile loading. This is because of the transverse contraction of the plate material that causes the clamped material to release from the initial compression, and as a result, the clamping force to relax.
机译:本工作的主要目的是通过实验和数值研究来研究为什么航空结构螺栓板承受纵向拉力时螺栓夹持力的大小会减小以及如何减小。在实验方法中,使用单螺栓紧固件将7075-T6铝合金孔板夹紧,然后在增加的静态纵向拉伸载荷下进行测试。通过使用位于螺母和板之间的钢衬套的轴向压缩应变来确定螺栓的夹紧大小。研究了两个具有不同初始夹紧力的夹紧试样。在每个样品中,在板的纵向加载过程中确定了实际的夹紧力。在数值方法中,生成了三维(3D)有限元模型,以模拟和量化承受拉力的板模型中的螺栓夹紧力。实验和数值结果均表明,在纵向拉伸载荷下,铝螺栓板的夹紧力显着降低。这是因为板材的横向收缩导致被夹持的材料从初始压缩中释放出来,因此夹持力得以松弛。

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