A stability investigation of cable suspended pipelines

Lorenzo Contri; Bernardo Schrefler

doi:10.1002/nme.1620110310

A stability investigation of cable suspended pipelines

Lorenzo Contri, Bernardo Schrefler

Houston Methodist

Research output: Contribution to journal › Article › peer-review

2 Scopus citations

Abstract

A postbuckling problem of continuous suspension bridges which are used for carrying pipelines is investigated. These are continuous over several bridge towers with pin connections at their base. A geometrically non-linear analysis using the finite element method is performed to study the postbuckling behaviour under increasing loads (for instance by filling up the pipelines with fluid). Two examples are presented which investigate the aspect ratios of constructed continuous suspension bridges.

Original language	English (US)
Pages (from-to)	521-531
Number of pages	11
Journal	International Journal for Numerical Methods in Engineering
Volume	11
Issue number	3
DOIs	https://doi.org/10.1002/nme.1620110310
State	Published - 1977

ASJC Scopus subject areas

Numerical Analysis
General Engineering
Applied Mathematics

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10.1002/nme.1620110310

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title = "A stability investigation of cable suspended pipelines",

abstract = "A postbuckling problem of continuous suspension bridges which are used for carrying pipelines is investigated. These are continuous over several bridge towers with pin connections at their base. A geometrically non-linear analysis using the finite element method is performed to study the postbuckling behaviour under increasing loads (for instance by filling up the pipelines with fluid). Two examples are presented which investigate the aspect ratios of constructed continuous suspension bridges.",

author = "Lorenzo Contri and Bernardo Schrefler",

year = "1977",

doi = "10.1002/nme.1620110310",

language = "English (US)",

volume = "11",

pages = "521--531",

journal = "International Journal for Numerical Methods in Engineering",

issn = "0029-5981",

publisher = "Wiley",

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AU - Contri, Lorenzo

AU - Schrefler, Bernardo

PY - 1977

Y1 - 1977

N2 - A postbuckling problem of continuous suspension bridges which are used for carrying pipelines is investigated. These are continuous over several bridge towers with pin connections at their base. A geometrically non-linear analysis using the finite element method is performed to study the postbuckling behaviour under increasing loads (for instance by filling up the pipelines with fluid). Two examples are presented which investigate the aspect ratios of constructed continuous suspension bridges.

AB - A postbuckling problem of continuous suspension bridges which are used for carrying pipelines is investigated. These are continuous over several bridge towers with pin connections at their base. A geometrically non-linear analysis using the finite element method is performed to study the postbuckling behaviour under increasing loads (for instance by filling up the pipelines with fluid). Two examples are presented which investigate the aspect ratios of constructed continuous suspension bridges.

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U2 - 10.1002/nme.1620110310

DO - 10.1002/nme.1620110310

M3 - Article

AN - SCOPUS:0017439792

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SP - 521

EP - 531

JO - International Journal for Numerical Methods in Engineering

JF - International Journal for Numerical Methods in Engineering

IS - 3

ER -

A stability investigation of cable suspended pipelines

Abstract

ASJC Scopus subject areas

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