Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 196
So , equation [ 4 ] , which considered the plastic term , was used for the conversion from CTOD values to K value . In the equation , it was assumed that the elastic term was a half of the total CTOD . Since the elastic term is actually ...
So , equation [ 4 ] , which considered the plastic term , was used for the conversion from CTOD values to K value . In the equation , it was assumed that the elastic term was a half of the total CTOD . Since the elastic term is actually ...
Page 261
The passive treatment considered here consists of a viscoelastic material layer sandwiched between two composite laminates , as presented in Figure 2. It has a length a = 750 mm and is located at d = 125 mm of the left end .
The passive treatment considered here consists of a viscoelastic material layer sandwiched between two composite laminates , as presented in Figure 2. It has a length a = 750 mm and is located at d = 125 mm of the left end .
Page 262
In addition to these objective and penalty cost functions , a global criterion method is considered . This consists in the maximization of each local cost function separately leading to a set of optimal performance indices Ji ...
In addition to these objective and penalty cost functions , a global criterion method is considered . This consists in the maximization of each local cost function separately leading to a set of optimal performance indices Ji ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure flexible force FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length load material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield