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    On the Plastic Deformation of a Tube During Bending 

    Source: Journal of Manufacturing Science and Engineering:;1995:;volume( 117 ):;issue: 004:;page 494
    Author(s): K. Pan; K. A. Stelson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The objective of this study is to develop an analytical approach to calculate the relationship between the axial curvature of a bent tube and the resulting deformation of the cross-section. ...
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    Polymer Effects on the Vibration Damping Behavior of Cement 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 006
    Author(s): W. G. Wong; Ping Fang; J. K. Pan
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the vibration damping properties of polymer-modified-cement (PMC) have been studied. The storage modulus
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    Closure to “Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 07022031
    Author(s): K. Pan; X. M. Liu; Z. X. Yang; R. J. Jardine; Y. Q. Cai
    Publisher: ASCE
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    Discrete-Element Simulation of Dense Sand under Uni- and Bidirectional Cyclic Simple Shear Considering Initial Static Shear Effect 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012:;page 04022226
    Author(s): M. D. Jiang; M. Q. Xu; Q. X. Wu; K. Pan; Z. X. Yang
    Publisher: ASCE
    Abstract: Huge and critical structures, such as fuel storage tanks and nuclear power plants, are often built on dense sandy grounds, which may cause excessive plastic deformations under multidirectional cyclic shearing conditions ...
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    Undrained Cyclic Response of K0–Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 008:;page 04021078-1
    Author(s): K. Pan; X. M. Liu; Z. X. Yang; R. J. Jardine; Y. Q. Cai
    Publisher: ASCE
    Abstract: Optimal whole life design for railways, highways, runways, and metro lines requires an accurate assessment of how their underlying geomaterials respond to large numbers of wheel-loading cycles. This paper presents an ...
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