A method to characterize the mechanical properties of undersea cables

T. C. Chu
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引用次数: 3

Abstract

A method has been developed to evaluate the mechanical properties of cables containing stranded-strength members in both linear elastic and nonlinear plastic regions. The method extends Cannon and Santana's general system of equations describing the cable mechanical characteristics. In the formulation of the method, the fundamental assumptions made by Cannon and Santana are first examined and justified. Next, instead of using elastic constants for the constituent cable materials in the system of equations, the regression analysis is applied to the tensile and torsional test data of dominating high-strength cable components to obtain least-squares-fit polynomials approximating the stress versus strain and shearing-stress versus shearing-strain curves. By differentiating the polynomials, the tensile and torsional moduli of these cable components as functions of their axial strain and twist are derived. The relations describing the mechanical properties of the cable in both elastic and plastic regions are obtained by substituting the tensile and torsional moduli of the high-strength cable components and the constant moduli for the low-strength cable components into the system of equations in differential form and integrating them. Application of the method to the present experimental undersea-lightguide cable yields excellent agreement with the tensile test results of the cable.
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海底电缆力学性能的表征方法
本文提出了一种评估含线弹性和非线性塑性构件的斜拉索力学性能的方法。该方法扩展了Cannon和Santana描述索力学特性的一般方程组。在该方法的制定过程中,首先对坎农和桑塔纳提出的基本假设进行了检验和论证。其次,不再在方程组中使用组成索材料的弹性常数,而是将回归分析应用于主要高强度索部件的拉伸和扭转试验数据,获得近似应力-应变和剪切-应力-应变曲线的最小二乘拟合多项式。通过微分多项式,导出了这些索构件的拉伸模量和扭转模量作为轴向应变和扭转的函数。将高强度索构件的拉伸模量和扭转模量以及低强度索构件的常模量代入微分方程组并积分,得到了描述索在弹塑性区域力学性能的关系。将该方法应用于目前的海底导光电缆实验,结果与电缆的拉伸试验结果吻合良好。
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