A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Buckling Behavior of General Dome Ends under External Pressure, Using Finite Element Analysis
In this paper, the finite element analysis is used to investigate the effect of shape of dome ends on the buckling of pressure vessel heads under external pressure. The Finite Element Analysis (FEA) with the use of elastic buckling analysis was applied to predict the critical buckling pressure. The influence of geometrical parameters such as thickness, knuckle radius, and the ratio of minor axis to the major axis of dome ends, on the weight and the critical buckling pressure of hemispherical, ellipsoidal, and torispherical dome ends, was studied. The four-centered ellipse method was used to describe the geometry of the dome end.
Buckling Behavior of General Dome Ends under External Pressure, Using Finite Element Analysis
In this paper, the finite element analysis is used to investigate the effect of shape of dome ends on the buckling of pressure vessel heads under external pressure. The Finite Element Analysis (FEA) with the use of elastic buckling analysis was applied to predict the critical buckling pressure. The influence of geometrical parameters such as thickness, knuckle radius, and the ratio of minor axis to the major axis of dome ends, on the weight and the critical buckling pressure of hemispherical, ellipsoidal, and torispherical dome ends, was studied. The four-centered ellipse method was used to describe the geometry of the dome end.
Buckling Behavior of General Dome Ends under External Pressure, Using Finite Element Analysis
Abdi, Behzad (author) / Mozafari, Hamid (author) / Ayob, Amran (author)
2011
6 Seiten
Conference paper
English
Buckling Behavior of General Dome Ends under External Pressure, Using Finite Element Analysis
| British Library Online Contents | 2011
Thermal Effect on Buckling of General Dome Ends Using Finite Element Method
| Tema Archive | 2011
COLLAPSE OF DOME CUP ENDS UNDER EXTERNAL HYDROSTATIC PRESSURE
| British Library Conference Proceedings | 1999
BUCKLING OF A LARGE RING STIFFENED PROLATE DOME UNDER EXTERNAL HYDROSTATIC PRESSURE
| Online Contents | 2003
BUCKLING OF A LARGE RING STIFFENED PROLATE DOME UNDER EXTERNAL HYDROSTATIC PRESSURE
| Online Contents | 2003