William J. Koves
UOP LLC
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ASME 2007 Pressure Vessels and Piping Conference | 2007
William J. Koves
The bolted flange joint assembly is a complex system. System stresses are dependent on elastic and nonlinear interaction between the bolting, flange and gasket. The ASME Code design rules provides a method for sizing the flange and bolts to be structurally adequate for the specified pressure design conditions and are based on an axi-symmetric analysis of a flange. The ASME rules do not address the circumferential variation in gasket and flange stress due to the discrete bolt loads. Proper bolt spacing is important to maintain leak tightness between bolts and to avoid distorting the flange. This paper provides an analytical solution for the gasket and flange stress variation between bolts. The analytical solution is validated with 3-D Finite Element solutions of standard flange designs.Copyright
ASME 2007 Pressure Vessels and Piping Conference | 2007
Sujay Krishnamurthy; William J. Koves
Structural pressure vessel internals such as flow inlet/outlet baskets, bed supports etc. often use anisotropic screens with wires (or beams) oriented in mutually orthogonal directions. Discrete modeling of the screen details result in excessive model size and prohibitive computing costs. It is preferable to model the structural response of these screens using an anisotropic plate. Commercial FEA codes offer linear elastic models with anisotropic inputs. Elastic coefficients for use in the commercial code ABAQUS™ were developed using anisotropic plate theory and were validated by comparing results from rigorous, discrete beam FEA models with isotropic material properties to anisotropic shell element models for static load, vibration and buckling analyses with various edge boundary conditions. Some of the limitations of the application of this particular method are discussed. Further, a procedure is outlined to extract discrete elastic screen stresses from the anisotropic results.Copyright
ASME 2005 Pressure Vessels and Piping Conference | 2005
William J. Koves
This paper uses an analytical model based on the Pressure Vessel Research Council (PVRC) ROTT test gasket constants to compute leakage in gasketed flange joints subjected to internal pressure and external bending moments. The model results are compared with test data and design recommendations are made, consistent with the ASME/PVRC tightness based methodology.Copyright
ASME 2003 Pressure Vessels and Piping Conference | 2003
William J. Koves
This panel session provides a forum to discuss the future directions of the ASME Boiler and Pressure Vessel Codes. Historically the Pressure Vessel Research Council (PVRC) has played a strong role in providing the technology base for changes and advancements in the ASME Codes, and any discussion of the future direction of the ASME Codes would be incomplete without mention of PVRC activities. The topic of this discussion is the current structure of PVRC, and its relationship with ASME, and a brief overview of some of the Past, Current and Future projects that have or will impact the ASME Codes.Copyright
Chemical Engineering Science | 2006
Veeraya Jiradilok; Dimitri Gidaspow; Somsak Damronglerd; William J. Koves; Reza Mostofi
Archive | 1988
Paul A. Sechrist; William J. Koves
Archive | 2000
William J. Koves
Archive | 2004
Michael J. Vetter; William J. Koves; Steven M. Poklop
Chemical Engineering Science | 2011
Mayank Kashyap; Dimitri Gidaspow; William J. Koves
Archive | 1998
William J. Koves