层合板极限强度判据及其最大承载能力的工程设计
NEW CRITERIA OF LIMIT STRENGTH AND ULTIMATE LOADING CAPACITY DESIGN FOR COMPOSITE LAMINATES
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摘要: 在研究层合板在复杂载荷下的极限强度时,提出了基于层合板基本强度和最佳应力比实验强度所确定的层合板张量型强度准则和层合板联合强度理论.通过建立新的层合板铺层刚度退化理论并用实验测定“均衡型刚度退化系数”,实现了LPF包络线预测;进而提出了层合板退化张量型强度准则.该准则是一种由单向板基本刚度、强度性能,辅助以均衡型刚度退化系数,预测各种铺层序列的层合板在复杂载荷下最大承载能力的强度判据和工程方法.上述强度准则与±θs,层合板的单向拉伸,±45s、0/90s层合板平板拉剪,以及0/90s、0/±45s和0/45s层合管状件的双向载荷强度实验结果相当吻合.所提出的层合板极限强度判据和最大承载能力的估算方法,对玻纤复合材料层合结构的工程强度设计,具有实际的指导意义和实用价值.Abstract: In the research of the limit strength of laminates under combined loading,a new tensorial strength criterion and a combined strength theory of laminates based on the basic strength and optimal experimental strength of laminates are proposed.With a newly developed Degradated Ply Stiffness Theory and "Uniform Degradated Stiffness Coefficient" from experiments,the last ply failure (LPF) is predicted.Moreover,the Degradated Tensorial Strength Criterion of laminates is established.The criterion has the advantages of using lamina property,with the help of uniform degradated stiffness coefficients,to predict the ultimate loading capacity of any laminates under multiaxial loadings.It shows that the correlation between the experimental results of a series of typical laminates,in both plates and tubes,under multiaxial loading,and the theoretical predictions is reasonable.The presented criteria and the engineering methods of strength design are believed to be valuable and to be of practical significance in structural design.