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    Experimental and Numerical Methods for Detection of Voids in Wood Poles Using Ultrasonic Testing 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 006
    Author(s): Fernando Tallavo; Mahesh D. Pandey; Giovanni Cascante
    Publisher: American Society of Civil Engineers
    Abstract: Utility wood poles are extensively used to support electrical-transmission and distribution lines in North America. Wood poles are exposed to extreme weather conditions, making them vulnerable to internal deterioration ...
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    Elastic, Lateral‐Torsional Stability of Beams: General Considerations 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Mahesh D. Pandey; Archibald N. Sherbourne
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a more accurate solution for the elastic, lateral‐torsional buckling of I‐beams under unequal end moments which incorporates accurately the effects of moment gradient, lateral end restraint, and beam ...
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    Estimation of the Probability Distribution of Wave Velocity in Wood Poles 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 009
    Author(s): Fernando Tallavó; Giovanni Cascante; Mahesh D. Pandey
    Publisher: American Society of Civil Engineers
    Abstract: Ultrasonic testing is a nondestructive technique commonly used for in situ condition assessment of wood poles. A transmitter and a receiver are used in a transillumination configuration to measure the first arrival of ...
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    Computationally Efficient Reliability Analysis of Mechanisms Based on a Multiplicative Dimensional Reduction Method 

    Source: Journal of Mechanical Design:;2014:;volume( 136 ):;issue: 006:;page 61006
    Author(s): Zhang, Xufang; Pandey, Mahesh D.; Zhang, Yimin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper presents a computationally efficient method for system reliability analysis of mechanisms. The reliability is defined as the probability that the output error remains within a specified limit in the entire target ...
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    Postbuckling of Polar Orthotropic Circular Plates Retrospective 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Archibald N. Sherbourne; Mahesh D. Pandey
    Publisher: American Society of Civil Engineers
    Abstract: The postbuckling analysis of cylindrically orthotropic circular plates is a theoretically challenging problem characterized by singularities due to ortho‐tropy and axisymmetry of deformations. In addition, geometric ...
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    Buckling of Anisotropic Composite Plates under Stress Gradient 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Mahesh D. Pandey; Archibald N. Sherbourne
    Publisher: American Society of Civil Engineers
    Abstract: In composite structures characterized by lightweight, thin‐walled members, the linear buckling load is one of the most important design considerations. Plate structures (bridge decks and ship hulls) are often subjected to ...
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    Mechanics of Shape Optimization in Plate Buckling 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 006
    Author(s): Mahesh D. Pandey; Archibald N. Sherbourne
    Publisher: American Society of Civil Engineers
    Abstract: The paper addresses the problem of finding an optimum thickness distribution for a rectangular, isotropic plate of given volume and plan dimensions (length and width) that would maximize its uniaxial buckling load, loosely ...
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    New Analysis Methodology for Dynamic Soil Characterization Using Free-Decay Response in Resonant-Column Testing 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): Fernando; Tallavo; Giovanni; Cascante; Ayan; Sadhu; Mahesh D.; Pandey
    Publisher: American Society of Civil Engineers
    Abstract: The resonant-column test is widely used for dynamic characterization of soils under different confinement and shear-strain conditions. The free-decay response of a soil specimen in resonant-column testing shows a nonlinear ...
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    Bayesian Analysis of Piping Leak Frequency Using OECD/NEA Data 

    Source: Journal of Engineering for Gas Turbines and Power:;2010:;volume( 132 ):;issue: 007:;page 72902
    Author(s): Min Wang; Jovica R. Riznic; Mahesh D. Pandey
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The estimation of piping failure frequency is an important task to support the probabilistic risk analysis and risk-informed in-service inspection of nuclear power plant systems. This paper ...
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    Integration of Degradation Models Into Generation Risk Assessment: Challenges and Modeling Approaches 

    Source: Journal of Engineering for Gas Turbines and Power:;2010:;volume( 132 ):;issue: 010:;page 102916
    Author(s): Mikko I. Jyrkama; Stephen M. Hess; Mahesh D. Pandey
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The main objective of generation risk assessment (GRA) is to assess the impact of equipment unavailability and failures on the ability of the plant to produce power over time. The system ...
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