碳钢-混凝土-不锈钢双层管(DST)扭转性能的数值研究

Facheng Wang, Wenzhen Xie, Lin-Hai Han
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摘要

本文介绍了一种碳钢-混凝土-不锈钢(CCS)双皮管(DST)海底复合管道结构。这种复合管道有望充分利用这三种材料,并提供显著的结构和内部耐腐蚀性。海底管道在安装和使用过程中,可能会产生较大的扭转效应。系统的全局响应既取决于各个组成部分的行为,也取决于它们之间的相互作用。本文引入了考虑钢管与混凝土之间摩擦力和粘结力的相互作用模型,并利用该相互作用模型建立了海底管道在扭转作用下的有限元模型。建立的有限元模型在转矩旋转角历史、刚度和极限转矩方面与实验结果进行了比较。结果表明:考虑黏聚力的模型的极限强度和刚度比只考虑摩擦力的模型分别提高了4.6%和11.9%;
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Numerical Study on Torsional Behavior of Carbon Steel-Concrete-Stainless Steel Double-Skin Tube (DST)
One type of submarine composite pipeline structure, with carbon steel-concrete-stainless steel (CCS) double-skin tube (DST), was introduced in this paper. This composite pipeline was expected to make optimal use of the three types of the materials, and provide significant structural and internal corrosion resistance. During installation and service stage, submarine pipelines may experience significant torsion effects. Global response of the system depends on both the behavior of each constituent part and interactions between them. In this paper, an interaction model considering the friction and the cohesive force between the steel tube and the concrete is introduced, and a finite element model of the submarine pipeline under torsion is established by using this interaction model. The developed finite element model was verified through the comparisons between the numerical and experimental determined results, in terms of torque rotation angle histories, stiffness and ultimate torque. The results show that the ultimate strength and stiffness of the model considering cohesive force are increased by 4.6% and 11.9% respectively compared with the model only considering friction force.
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