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    Resistance-Deflection Functions for Concrete Wall Panels with Openings 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 005
    Author(s): G. C. Mays; J. G. Hetherington; T. A. Rose
    Publisher: American Society of Civil Engineers
    Abstract: The design or assessment of wall panels subject to blast loading requires the formulation of a dynamic flexural resistance-deflection function for the element. With the exception of situations in which the explosion occurs ...
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    Response to Blast Loading of Concrete Wall Panels with Openings 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author(s): G. C. Mays; J. G. Hetherington; T. A. Rose
    Publisher: American Society of Civil Engineers
    Abstract: The assessment of reinforced concrete wall panels subject to blast loading may be based upon the formulation of a dynamic, ultimate flexural resistance-deflection function for the element. With the exception of situations ...
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    Numerical Analysis of the Effect of Machining on the Depth of Yield, Maximum Firing Pressure and Residual Stress Profile in an Autofrettaged Gun Tube 

    Source: Journal of Pressure Vessel Technology:;2003:;volume( 125 ):;issue: 003:;page 342
    Author(s): Amer Hameed; R. D. Brown; J. G. Hetherington
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A multi-linear kinematic, two dimensional finite element model incorporating Bauschinger effect, developed using ANSYS commercial software is used to determine the effect of machining both at the ...
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