Bonded Flexible Pipe Model Using Macroelements

Author:

Provasi Rodrigo1,Toni Fernando Geremais2,Martins Clóvis de Arruda2

Affiliation:

1. Department of Structural and Geotechnical Engineering, University of São Paulo, Avenida Professor Almeida Prado, Trav. 2, No. 83, São Paulo, SP 05508-900, Brazil e-mail:

2. Department of Mechanical Engineering, University of São Paulo, Avenida Professor Mello Moraes, No. 2231, São Paulo, SP 05508-900, Brazil e-mail:

Abstract

Flexible pipes are structures composed by many layers that vary in composition and shapes. The structural behavior of each layer is defined by the role it must play. The construction of flexible pipes is such that the layers are unbounded, with relative movement between them. Even though this characteristic is what enables its high bending compliant behavior, if the displacements involved are small, a bonded analysis is interesting to grasp the general characteristics of the problem. The bonded hypothesis means that there is no movement relative between layers, which is fine for a small displacement analysis. It also creates a lower bound for the movement, since when considering increasingly friction coefficient values, it tends to the bonded situation. The main advantage of such hypothesis is that the system becomes linear, leading to fast solving problems (when compared to full frictional analysis) and giving insights to the pipe behavior. The authors have previously developed a finite element based one called macroelements. This model enables a fast-solving problem with less memory consumption when compared to multipurpose software. The reason behind it is the inclusion of physical characteristics of the problem, enabling the reduction in both number of elements and memory used and, since there are less elements and degrees-of-freedom, faster solved problems. In this paper, the advantages of such model are shown by using examples that are representative of a simplified, although realistic, flexible pipe. Comparisons between the macroelement model and commercial software are made to show its capabilities.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference16 articles.

1. Derivation of a New Stiffness Matrix for Helically Armoured Cables Considering Tension and Torsion;Int. J. Numer. Methods Eng.,1979

2. Knapp, R. H., Le, T. T., and Cruickshank, M. J., 1991, “Design Methodology for Undersea Umbilical Cables,” Ocean Technologies and Opportunities in the Pacific for the 90's (OCEANS '91), Honolulu, HI, Oct. 1–3, pp. 1319–1327.10.1109/OCEANS.1991.606481

3. A Finite Element Model for Cables With Nonsymmetrical Geometry and Loads;ASME J. Offshore Mech. Arct. Eng.,1994

4. A Finite Element Model for Predicting Stresses and Slip in Flexible Pipe Armouring Tendons;Comput. Struct.,1993

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3