强迫装配对CFRP-铝合金双螺栓连接件拉伸性能的影响

Effect of Forced Assembly on the Tensile Performance of CFRP-Aluminum Alloy Double-Bolt Joints

  • 摘要: 碳纤维增强树脂基复合材料(CFRP)易产生制造尺寸偏差,常常在连接界面中出现装配间隙,其中强迫装配是控制间隙的重要手段。本文以CFRP-铝合金双螺栓单搭接连接件为研究对象,在强迫装配后进行准静态拉伸试验,利用数字图像相关(DIC)技术和声发射(AE)监测手段,同时开发能够准确预测复合材料损伤的UMAT子程序进行数值模拟分析,研究了不同强迫装配条件对CFRP-铝合金双螺栓连接件的承载性能、表面应变场变形及损伤演化的影响规律。结果表明,间隙高度和长度的增加会加剧强迫装配造成的初始损伤和应变集中,并在拉伸过程中加剧连接件二次弯曲及钉载分配不均现象,促使损伤快速扩展,最终导致极限载荷的下降;相比于理想装配的CFRP-铝合金双螺栓连接件,间隙长度为15 mm时,随着间隙高度从0.2 mm增加至1.0 mm,强迫装配后极限载荷的下降由1.79%增至11.84%;间隙长度为20 mm时,对应极限载荷的下降则由3.09%增至15.60%;而当间隙高度达到0.6 mm及以上时,孔周损伤加速演化,呈现由单一损伤条带向多条损伤条带扩展的特征;最终失效模式均表现为主承力螺栓的净截面拉断和次承力螺栓的挤压损伤。

     

    Abstract: When carbon fiber reinforced polymer (CFRP) composites are manufactured, they often exhibit dimensional variations. In the subsequent assembly process, assembly gaps frequently occur at the connection interface. The CFRP-aluminum alloy double-bolt single lap joint was used as the research object. Quasi-static tensile test after forced assembly, combined with digital image correlation (DIC) technology and acoustic emission (AE) monitoring. At the same time, a UMAT subroutine was developed to accurately predict composite material damage for numerical simulation analysis. The effects of different forced assembly conditions on the bearing capacity, surface strain field deformation and damage evolution of CFRP-aluminum alloy double bolt connections were studied. The results show that the increase in gap height and length exacerbates the initial damage and strain concentration induced by forced assembly. It also intensifies secondary bending in the joint and increases the uneven bolt load ratio during tensile loading, accelerating damage propagation and ultimately reducing the ultimate load. Compared with ideally assembled CFRP-aluminum alloy double-bolt joints, when the gap length is 15 mm, the limit load reduction after forced assembly increases from 1.79% to 11.84% as the gap height rises from 0.2 mm to 1.0 mm. For a gap length of 20 mm, the corresponding reduction increases from 3.09% to 15.60%. When the gap height reaches 0.6 mm or above, the damage around the hole accelerates and the damage shows the characteristics of extending from a single damage stripe to multiple damage stripes. The final failure mode is manifested as the net section breakage of the main load-bearing bolts and the extrusion damage of the secondary load-bearing bolts.

     

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