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    A Geometrically Exact Rod Model Including In-Plane Cross-Sectional Deformation 

    Source: Journal of Applied Mechanics:;2011:;volume( 078 ):;issue: 001:;page 11010
    Author(s): Ajeet Kumar; Subrata Mukherjee
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We present a novel approach for nonlinear, three dimensional deformation of a rod that allows in-plane cross-sectional deformation. The approach is based on the concept of multiplicative ...
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    A Finite Element Analysis of Single-Walled Carbon Nanotube Deformation 

    Source: Journal of Applied Mechanics:;2011:;volume( 078 ):;issue: 003:;page 34502
    Author(s): Chao Fang; Ajeet Kumar; Subrata Mukherjee
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: (2009, “An Atomistic-Continuum Cosserat Rod Model of Carbon Nanotubes,” J. Mech. Phys. Solids, 57, pp. 932–958), in a 2009 JMPS paper, proposed an atomistic-continuum model, based on Cosserat ...
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    Stress Intensity Factor of Dynamic Crack in Double-Layered Dry Sandy Elastic Medium due to Shear Wave under Different Loading Conditions 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 011
    Author(s): Ajeet Kumar Singh; Abhishek Kumar Singh; Ram Prasad Yadav
    Publisher: ASCE
    Abstract: This study deals with the deduction of the stress intensity factor (SIF) for the propagation of rectilinear semi-infinite noncentrally located interfacial crack influenced by propagating SH-waves in the framework of two ...
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    Engineering and Leaching Behavior of Lime-Treated Fly Ash Amended with Montmorillonite Nanoclay 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 011:;page 04024362-1
    Author(s): Ajeet Kumar; Arvind Kumar Jha
    Publisher: American Society of Civil Engineers
    Abstract: Researchers have explored the utilization of nanoparticles to improve the properties of soils for various geotechnical construction applications. However, the potential of nanoparticles and their mechanisms of action in ...
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    Efficient Probabilistic Approach to Analyze Tunnel Support with Uncertain Probability Distribution Function of Input Parameters 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012:;page 04024274-1
    Author(s): Ajeet Kumar Verma; Anindya Pain; Ekansh Agarwal
    Publisher: American Society of Civil Engineers
    Abstract: Due to the inherent random variations in the engineering properties of soils and rocks, considering probabilistic analysis rather than the deterministic one is a safer option for the design of geotechnical structures. ...
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