Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 351
CRACK GROWTH AND FATIGUE LIFE ESTIMATION IN WELDED T - TUBULAR JOINTS BASED ON FRACTURE MECHANICS C. Maosheng , W. Shan , and L. Shaofu Department of Civil Engineering Tsinghua University Beijing , People's Republic of China 1 1.
CRACK GROWTH AND FATIGUE LIFE ESTIMATION IN WELDED T - TUBULAR JOINTS BASED ON FRACTURE MECHANICS C. Maosheng , W. Shan , and L. Shaofu Department of Civil Engineering Tsinghua University Beijing , People's Republic of China 1 1.
Page 362
( 1981 ) 1.0 Y , ( 0 ) = K , / oofia 0.8 point B of the short crack with large a / c ( M01 and MO2 , fig.6 ) is smaller than that at point A , the ends of the crack ( on the surface of the chord ) , ie . and IB YI has the trend of ...
( 1981 ) 1.0 Y , ( 0 ) = K , / oofia 0.8 point B of the short crack with large a / c ( M01 and MO2 , fig.6 ) is smaller than that at point A , the ends of the crack ( on the surface of the chord ) , ie . and IB YI has the trend of ...
Page 383
107 30 A TWI TEST O PREDICTION OTW TEST O NEL TEST A DELFT TEST oooooo 20 CRACK DEPTH , a , mm TESTED FATIGUE CYCLES 106 ܀ ܩ 10 06.0 10.5 2.5 3..5 4..5 105 105 106 107 CYCLES , N PREDICTED FATIGUE CYCLES Fig .
107 30 A TWI TEST O PREDICTION OTW TEST O NEL TEST A DELFT TEST oooooo 20 CRACK DEPTH , a , mm TESTED FATIGUE CYCLES 106 ܀ ܩ 10 06.0 10.5 2.5 3..5 4..5 105 105 106 107 CYCLES , N PREDICTED FATIGUE CYCLES Fig .
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Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
SAFETY AND RELIABILITY | 17 |
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analysis applications axial behaviour bending brace calculated chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack critical curve cycles damage determined developed distribution effect element Engineering environment experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate influence initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows solutions specimens steel stiffener stiffness strain strength stress stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld