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 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 ...
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 DEFINED ON AN ARBITRARY COORDINATE SYSTEM CONSIDERING THE EFFECTS OF SHEAR DEFORMATIONS AND STRUCTURAL DAMPING Chang ...
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 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 ...
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 ...
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1999 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |