## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 3American Society of Mechanical Engineers, 1992 - Arctic regions |

### From inside the book

Results 1-3 of 50

Page 215

Edwards Aerospace Irving , Texas FAILURE CRITERIA Table 1 . RANGE OF

TEST PARAMETERS The. 1992 OMAE – Volume III - A , Materials Engineering

ASME ...

**SHEAR**FATIGUE OF A FLEX ELEMENT ELASTOMER Judson T. BaumanEdwards Aerospace Irving , Texas FAILURE CRITERIA Table 1 . RANGE OF

TEST PARAMETERS The. 1992 OMAE – Volume III - A , Materials Engineering

ASME ...

Page 217

Such a curve is described by an equation of the form , Figure 8 11lustrates the

addition of direct and bulge

initiated at these points . Compression causes fatigue cracks to start earlier but ...

Such a curve is described by an equation of the form , Figure 8 11lustrates the

addition of direct and bulge

**shear**strains . It was no surprise that cracking wasinitiated at these points . Compression causes fatigue cracks to start earlier but ...

Page 243

h ( 5 ) The applied rotation is displacement controlled , so that the amount of

the total angle of rotation . Rotational analysis calculations from FLEXFM provide

...

h ( 5 ) The applied rotation is displacement controlled , so that the amount of

**shear**in each rubber layer depends on the rotational stiffness of each layer andthe total angle of rotation . Rotational analysis calculations from FLEXFM provide

...

### What people are saying - Write a review

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

### Contents

ADVANCES IN STEEL AND WELDING | 65 |

Kapadia Y Adonyi J D Defilippi and W F Domis | 73 |

ThroughThickness Properties of TMCP Steels | 81 |

Copyright | |

20 other sections not shown

### Other editions - View all

### Common terms and phrases

analysis applied assessment axial base base metal bending bolt calculated carried chord combined compared complete composite compression concentration considered constant corrosion crack growth curve cycles damage defects depth determined diameter distribution edge effect elastic elements energy Engineering equations estimate experimental failure fatigue crack Figure fracture function geometry hardness heat higher hydrogen increase initial interaction International limit load material mean measured mechanical method mode observed obtained occur Offshore parameters performed pipe plastic plate predictions present pressure probability problems procedure produced properties range ratio reduced reference region Research shown shows solution specimens steel stiffness strain stress intensity factors structures subjected surface Table technique temperature tensile tension thickness thread toughness tubular joints values weld metal yield strength