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Journal Articles
Accepted Manuscript
Article Type: Research-Article
J. Pressure Vessel Technol.
Paper No: PVT-18-1178
Published Online: September 1, 2019
Journal Articles
Accepted Manuscript
Article Type: Research-Article
J. Pressure Vessel Technol.
Paper No: PVT-18-1258
Published Online: September 1, 2019
Journal Articles
Accepted Manuscript
Article Type: Research-Article
J. Pressure Vessel Technol.
Paper No: PVT-19-1065
Published Online: September 1, 2019
Journal Articles
Accepted Manuscript
Article Type: Closures
J. Pressure Vessel Technol.
Paper No: PVT-19-1148
Published Online: September 1, 2019
Journal Articles
Accepted Manuscript
Article Type: Discussions
J. Pressure Vessel Technol.
Paper No: PVT-19-1145
Published Online: September 1, 2019
Journal Articles
Accepted Manuscript
Article Type: Research-Article
J. Pressure Vessel Technol.
Paper No: PVT-19-1026
Published Online: September 1, 2019
Journal Articles
Accepted Manuscript
Article Type: Research-Article
J. Pressure Vessel Technol.
Paper No: PVT-18-1252
Published Online: September 1, 2019
Journal Articles
Accepted Manuscript
Article Type: Research-Article
J. Pressure Vessel Technol.
Paper No: PVT-18-1024
Published Online: September 1, 2019
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Fitting curve of each parameter: ( a )  e , ( b ) sloshing component coeffi...
Published Online: August 2, 2019
Fig. 2 Fitting curve of each parameter: ( a ) e , ( b ) sloshing component coefficient, ( c ) equivalent height of rigid component, ( d ) equivalent height of sloshing component, ( e ) sloshing frequency, and ( f ) comparison of sloshing frequency parameters More
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Four types of site acceleration response spectrum ( a ) I, ( b ) II, ( c ) ...
Published Online: August 2, 2019
Fig. 4 Four types of site acceleration response spectrum ( a ) I, ( b ) II, ( c ) III, and ( d ) IV More
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Standard acceleration response spectrum: where    α    is the earthquake in...
Published Online: August 2, 2019
Fig. 5 Standard acceleration response spectrum: where α is the earthquake influence coefficient, α max is the Maximum earthquake influence coefficient, η 1 = 0.02 + ( 0.05 − ζ / 4 + 32 ζ ) is the falling slope adjustment factor for straight-... More
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( a ) Schematic of typical creep curve showing primary, secondary, and tert...
Published Online: August 2, 2019
Fig. 1 ( a ) Schematic of typical creep curve showing primary, secondary, and tertiary creep under constant stress test and ( b ) schematic of creep curve without primary and tertiary creep More
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( a ) Shell end cover severely affected by high temperature after long serv...
Published Online: August 2, 2019
Fig. 2 ( a ) Shell end cover severely affected by high temperature after long service and ( b ) corresponding thermography reveals hot spot due to refractory damage at 100% plant load conditions More
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( a ) Creep voids observed in shell end cover inner surface ( a ) at 25× ma...
Published Online: August 2, 2019
Fig. 3 ( a ) Creep voids observed in shell end cover inner surface ( a ) at 25× magnifications, ( b ) at 50× magnification, ( c ) partial magnified view of Fig. 3( b ) at 100× magnification, ( d ) partial magnified view of ( c ) at 200× magnification, ( e ) creep voids observed in shell end cove... More
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