## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |

### From inside the book

Results 1-3 of 37

Page 52

9 Parametric Analysis :

9 Parametric Analysis :

**Shear**Force Fig . 7 Parametric Analysis : Applied Loads ( 20 " pipe assumption of constant**shear**forces for bending transfer ) - 1.40 Figs . 10a , b show the trend of the strain distribution factor as a function ...Page 149

The yield stress , of the soil is twice the value of the undrained

The yield stress , of the soil is twice the value of the undrained

**shear**strength , Cub , for the backfill or twice the value of Cun for the native material as interpreted from cone penetrometer testing ( see Table 2 ) .Page 407

X ý ar Stresses From structural displacements , calculated with the standard Finite Element Method ( FEM ) , the following internal forces are derived for each element extremity : axial force Fax , two

X ý ar Stresses From structural displacements , calculated with the standard Finite Element Method ( FEM ) , the following internal forces are derived for each element extremity : axial force Fax , two

**shear**forces Fs and Fy in the ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

OFFSHORE | 1 |

OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |

OFFSHORE TECHNOLOGY | 98 |

Copyright | |

12 other sections not shown

### Other editions - View all

### Common terms and phrases

additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield