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    Simplified Analyses of a Fiber-Reinforced Plastic Joint for Filament-Wound Pipes 

    Source: Journal of Pressure Vessel Technology:;1999:;volume( 121 ):;issue: 003:;page 327
    Author(s): H. Estrada; I. D. Parsons
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A simplified analysis procedure is described for a fiber-reinforced plastic (FRP) stubflanged joint which addresses some of the problems with current FRP joints. The joint consists of a tapered ...
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    Design Procedures for an FRP Stub-Flange Joint 

    Source: Journal of Pressure Vessel Technology:;2002:;volume( 124 ):;issue: 004:;page 397
    Author(s): H. Estrada; I. D. Parsons
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The design procedures for an innovative fiber-reinforced polymer (FRP) stub-flange joint are presented. The joint is intended for use with filament-wound pipes, and was developed to address some ...
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    Dimensional Analysis of Buckling of Stiffened Composite Shells 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 003
    Author(s): B. Moradi; I. D. Parsons
    Publisher: American Society of Civil Engineers
    Abstract: Dimensional analysis is applied to a simple model of stiffened laminated cylindrical shells to determine the dimensionless parameters that characterize the buckling of these structures. Donnell shell theory is used to ...
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    Design Optimization Procedures for Fiber Reinforced Plastic Bridges 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 009
    Author(s): A. J. Aref; I. D. Parsons
    Publisher: American Society of Civil Engineers
    Abstract: A simplified optimization procedure is described for a novel fiber reinforced plastic bridge system. The bridge system is modeled using a transformed anisotropic plate that is discretized using the Ritz method. This provides ...
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    Experimental Comparisons of Connections for GFRP Pultruded Frames 

    Source: Journal of Composites for Construction:;1999:;Volume ( 003 ):;issue: 001
    Author(s): S. J. Smith; I. D. Parsons; K. D. Hjelmstad
    Publisher: American Society of Civil Engineers
    Abstract: The results of an experimental investigation demonstrate that innovative connection details designed to connect glass fiber reinforced plastic (GFRP) box section beams and columns can produce substantial increases in joint ...
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    Finite-Element and Simplified Models of GFRP Connections 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): S. J. Smith; I. D. Parsons; K. D. Hjelmstad
    Publisher: American Society of Civil Engineers
    Abstract: Finite-element models of a variety of joints between glass fiber reinforced plastic (GFRP) pultruded members are described that reproduce experimentally measured linear elastic stiffnesses to within 10%. The models were ...
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    Mathematical Model for Durability of Cladding 

    Source: Journal of Materials in Civil Engineering:;1996:;Volume ( 008 ):;issue: 003
    Author(s): K. D. Hjelmstad; D. A. Lange; I. D. Parsons; F. V. Lawrence
    Publisher: American Society of Civil Engineers
    Abstract: A building materials durability model (BMDM), developed in earlier work, is a framework that encompasses environmental stimuli, material damage relationships, performance criteria, and repair decision making to produce ...
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    Framework for Modeling Durability Cost of Structural Systems 

    Source: Journal of Infrastructure Systems:;1998:;Volume ( 004 ):;issue: 003
    Author(s): K. D. Hjelmstad; D. A. Lange; I. D. Parsons; F. V. Lawrence
    Publisher: American Society of Civil Engineers
    Abstract: A building materials durability model has been developed using a framework that encompasses environmental stimuli, material degradation, structural performance criteria, and maintenance strategies. The model takes a global ...
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