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    Axial Compression Capacity of Welded-Slip Pipeline Joints 

    Source: Journal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Stephanie Tsetseni; Spyros A. Karamanos
    Publisher: American Society of Civil Engineers
    Abstract: Using advanced numerical tools, which account for the cold-expansion manufacturing process, the axial capacity of welded slip pipeline joints under compressive loading is investigated. The numerical results are in good ...
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    Buckling Design of Confined Steel Cylinders Under External Pressure 

    Source: Journal of Pressure Vessel Technology:;2011:;volume( 133 ):;issue: 001:;page 11205
    Author(s): Daniel Vasilikis; Spyros A. Karamanos
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Thin-walled steel cylinders surrounded by an elastic medium, when subjected to uniform external pressure may buckle. In the present paper, using a two-dimensional model with nonlinear finite ...
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    Buckling of Thin-Walled Long Steel Cylinders Subjected to Bending 

    Source: Journal of Pressure Vessel Technology:;2011:;volume( 133 ):;issue: 001:;page 11201
    Author(s): Sotiria Houliara; Spyros A. Karamanos
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present paper investigates structural response and buckling of long unstiffened thin-walled cylindrical steel shells, subjected to bending moments, with particular emphasis on stability design. ...
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    Stress Concentrations in Tubular DT-Joints for Fatigue Design 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 011
    Author(s): Spyros A. Karamanos; Arie Romeijn; Jaap Wardenier
    Publisher: American Society of Civil Engineers
    Abstract: The present paper concerns the calculation of stress concentration factors (SCFs) in steel multiplanar welded tubular double T- (DT-) connections, due to axial loads. SCFs are used for the prediction of the hot-spot stress, ...
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    Variational Solutions for Externally Induced Sloshing in Horizontal-Cylindrical and Spherical Vessels 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Lazaros A. Patkas; Spyros A. Karamanos
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model is developed for calculating linear sloshing effects in the dynamic response of horizontal-cylindrical and spherical liquid containers under external excitation, with emphasis on earthquake excitation. ...
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    Stability of Inelastic Tubes under External Pressure and Bending 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 012
    Author(s): Spyros A. Karamanos; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the stability of externally pressurized tubes subjected to bending. A rigorous analytical technique based on the finite element method and accounting for geometric and material nonlinearities is ...
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    Tubular Members. I: Stability Analysis and Preliminary Results 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 001
    Author(s): Spyros A. Karamanos; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a finite-element technique for the analysis of tubular member stability under combined external pressure and structural loads. A tube element is developed for the purposes of this research. While ...
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    Tubular Members. II: Local Buckling and Experimental Verification 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 001
    Author(s): Spyros A. Karamanos; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes results concerning the capacity of tubular members under combined loading due to external pressure and bending. A nonlinear finite-element technique, outlined in the companion paper is used. ...
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    Effects of External Pressure on Capacity of Tubular Beam-Columns 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 011
    Author(s): Spyros A. Karamanos; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: The study reported in this paper has been motivated by the need for accurate estimation of tube capacity under combined loads due to axial force, bending, and external pressure. Unstiffened and ring-stiffened tubular members ...
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    Tension Effects on Pressure Capacity of Tubular Members 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author(s): Spyros A. Karamanos; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: An investigation of the effects of axial tension on the pressure capacity of tubular members is presented. Unstiffened and ring-stiffened tubes are analyzed using a rigorous finite-element technique that accounts for changes ...
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