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    Experimental and Numerical Investigations on Unstiffened Tubular T-Joints of Offshore Platforms 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2009:;volume( 131 ):;issue: 004:;page 41401
    Author(s): T. S. Thandavamoorthy
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents the failure pattern, the ultimate strength, and the stress concentration factor of unstiffened T-joints obtained from experimental and numerical investigations conducted on them ...
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    Static and Fatigue of High-Ductility Bars Reinforced Concrete Beams 

    Source: Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 001
    Author(s): T. S. Thandavamoorthy
    Publisher: American Society of Civil Engineers
    Abstract: Steel ribbed bars with low carbon content and higher ductility, having different chemical composition and mechanical properties, and produced by a different manufacturing technique called the
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    Investigations on Internally Ring-Stiffened Joints of Offshore Platforms 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2000:;volume( 122 ):;issue: 004:;page 233
    Author(s): T. S. Thandavamoorthy; Deputy Director
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper presents in detail the experimental and numerical investigations on tubular joints that are stiffened internally with three annular rings in order to study their behaviors and evaluate ...
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    Behavior of Internally Ring-Stiffened Joints of Offshore Platforms 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): T. S. Thandavamoorthy; A. G. Madhava Rao; A. R. Santhakumar
    Publisher: American Society of Civil Engineers
    Abstract: As part of a larger experimental program on assessment and rehabilitation of damaged, internally ring-stiffened, steel tubular joints of offshore platforms, experimental investigation was carried out on undamaged, internally ...
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