首页> 外文会议>International conference on offshore mechanics and arctic engineering;OMAE2008 >COLLAPSE MECHANISM OF UNBOUNDED METAL-COMPOSITE PIPES UNDER HYDROSTATIC PRESSURE
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COLLAPSE MECHANISM OF UNBOUNDED METAL-COMPOSITE PIPES UNDER HYDROSTATIC PRESSURE

机译:静水压力下无结合金属复合管的塌落机理

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Metal-composite pipes are feasible alternatives for deepwater applications where thermal insulation and structural behavior requirements must be met. They are composed of an inner metal pipe and an outer structural composite layer which act in combination to provide excellent structural strength and additional thermal insulation. In this work, the mechanical behavior of such pipes under external pressure is investigated through numerical analyses and experimental tests. Small scale models were tested under external pressure to calibrate a finite element based numerical model. The FE model incorporates nonlinear kinematics, progressive failure analyses of the composite layer, and metal elastic-plastic behavior. Unbounded interface between metal and composite was assumed through frictionless surface-based contact model in other to obtain a conservative estimate of the metal-composite pipe performance under external pressure.
机译:对于必须满足隔热和结构性能要求的深水应用,金属复合管是可行的替代方案。它们由内部金属管和外部结构复合层组成,它们共同作用以提供出色的结构强度和额外的隔热性能。在这项工作中,通过数值分析和实验测试研究了这种管道在外压下的机械性能。在外部压力下测试了小规模模型,以校准基于有限元的数值模型。 FE模型结合了非线性运动学,复合层的渐进式失效分析以及金属弹塑性行为。金属和复合材料之间的无界界面通过其他基于无摩擦表面的接触模型进行假设,以获得对金属复合管在外部压力下的性能的保守估计。

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