复合材料拉挤方管型材螺栓节点承载力试验

Experiment on bearing capacity of bolted joints for pultruded composite square profile

  • 摘要: 复合材料型材是采用工业化拉挤工艺生产的截面形状一致、性能稳定的连续构件(如:方形、工字形、槽形等),其节点连接技术是难点。重点开展了复合材料型材节点螺栓机械连接的试验研究与理论分析,研究了螺栓节点孔径、端距、壁厚等参数对复合材料型材节点极限承载力的影响规律,提出了拉挤复合材料型材螺栓孔的金属垫圈孔壁增强技术,进而拟合了拉挤型材螺栓节点连接的设计公式。研究结果表明:复合材料方管拉挤型材在螺栓连接局部挤压的破坏模式下,其极限承载力与孔径和板厚的乘积(d·t)呈线性关系,接头处的破坏形式和连接接头端距与孔径的比值相关。在挤压破坏模式下,当接头板件壁厚一定时,极限承载力的增量随着孔径的增大而减小。螺栓孔采用金属垫圈增强技术,可以大幅度提高节点承载能力(提高63%)。

     

    Abstract: Composite profiles produced by industrial pultrusion process have consistent cross-section shape (such as square, Ⅰ-shaped, grooved, etc), stable performance and continuous length. The technique of joint connection is difficult. The experimental and theoretical analysis of mechanical bolted joints were carried out. The effects of parameters such as aperture, end distance and wall thickness on bearing capacity of bolted joints were researched. The enhancement technology of unidirectional fiber profiles bolted hole wall by metal gasket around the neck was proposed. Then the design formula of joint connection for pultruded composites was fitted. The results show that when the failure mode of pultruded composite square profiles is local crush of joint on tube, the relationship between the ultimate bearing capacity and the product of pore size and thickness (d·t) is linear. Meanwhile, the failure modes of joints are related with the ratio of end distance to pore diameter. Under the mode of crushing rupture, when the thickness of the joint plate is constant, the increment of the ultimate bearing capacity decreases with increasing pore diameter. The ultimate bearing capacity of bolted joints can be significantly enhanced by 63% using metal gasket reinforced technology.

     

/

返回文章
返回