## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |

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Page 230

The warping function can be

The warping function can be

**defined**by using Saint Venant's torsion theory . If the beam is thin - walled , the Leibnitz sectorial formula can also be used to**define**the warping function . Let A and In denote the cross section area and ...Page 243

A DERIVATION OF THE DYNAMIC EQUILIBRIUM EQUATIONS OF COMPOSITE NONPRISMATIC BEAMS MADE OF ANISOTROPIC MATERIALS AND

A DERIVATION OF THE DYNAMIC EQUILIBRIUM EQUATIONS OF COMPOSITE NONPRISMATIC BEAMS MADE OF ANISOTROPIC MATERIALS AND

**DEFINED**ON AN ARBITRARY COORDINATE SYSTEM CONSIDERING THE EFFECTS OF SHEAR DEFORMATIONS AND STRUCTURAL DAMPING Chang ...Page 279

The

The

**defined**procedure adopts a " Working Stress Design " format , which is aligned with the current codes for mooring lines . The system adequacy is assessed by evaluating a set of design cases for strength , fatigue and functional ...### What people are saying - Write a review

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### Contents

PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |

DESIGN OF PIPELINES AND RISERS | 5 |

OMAE99PIPE5019 | 21 |

Copyright | |

22 other sections not shown

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### Common terms and phrases

acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield