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Plesha, Michael E.
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1

Cubic negative stiffness lattice structure for energy absor..:

Ha, Chan Soo ; Lakes, Roderic S. ; Plesha, Michael E.
International Journal of Solids and Structures.  178-179 (2019)  - p. 127-135 , 2019
Link: https://doi.org/10.1016/..
 
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2

Simulations of thermoelastic triangular cell lattices with ..:

Ha, Chan Soo ; Plesha, Michael E. ; Lakes, Roderic S.
Extreme Mechanics Letters.  12 (2017)  - p. 101-107 , 2017
Link: https://doi.org/10.1016/..
 
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3

Chiral three‐dimensional isotropic lattices with negative P..:

Ha, Chan Soo ; Plesha, Michael E. ; Lakes, Roderic S.
physica status solidi (b).  253 (2016)  7 - p. 1243-1251 , 2016
Link: https://doi.org/10.1002/..
 
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4

Chiral three-dimensional lattices with tunable Poisson's ra..:

Ha, Chan Soo ; Plesha, Michael E ; Lakes, Roderic S
Smart Materials and Structures.  25 (2016)  5 - p. 054005 , 2016
Link: https://doi.org/10.1088/..
 
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5

Controllable thermal expansion of large magnitude in chiral..:

Ha, Chan Soo ; Hestekin, Eric ; Li, Jianheng..
physica status solidi (b).  252 (2015)  7 - p. 1431-1434 , 2015
Link: https://doi.org/10.1002/..
 
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6

A Numerical Contact Model Based on Real Surface Topography:

Bora, Can K. ; Plesha, Michael E. ; Carpick, Robert W.
Tribology Letters.  50 (2013)  3 - p. 331-347 , 2013
Link: https://doi.org/10.1007/..
 
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7

Discrete element method for modelling solid and particulate..:

Tavarez, Federico A. ; Plesha, Michael E.
International Journal for Numerical Methods in Engineering.  70 (2006)  4 - p. 379-404 , 2006
Link: https://doi.org/10.1002/..
 
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8

Progressive tearing failure in pultruded composite material..:

Charoenphan, Saiphon ; Bank, Lawrence C. ; Plesha, Michael E.
Composite Structures.  63 (2004)  1 - p. 45-52 , 2004
Link: https://doi.org/10.1016/..
 
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9

Essential boundary condition enforcement in meshless method..:

Wu, Cheng‐Kong C. ; Plesha, Michael E.
International Journal for Numerical Methods in Engineering.  53 (2001)  3 - p. 499-514 , 2001
Link: https://doi.org/10.1002/..
 
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10

Scaling of geological discontinuity normal load–deformation..:

Plesha, Michael E. ; Ni, Demai
International Journal for Numerical and Analytical Methods in Geomechanics.  25 (2001)  8 - p. 741-756 , 2001
Link: https://doi.org/10.1002/..
 
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11

Device for Measuring Shear Resistance of Hot-Mix Asphalt in..:

Guler, Murat ; Bahia, Hussain U. ; Bosscher, Peter J..
Transportation Research Record: Journal of the Transportation Research Board.  1723 (2000)  1 - p. 116-124 , 2000
Link: https://doi.org/10.3141/..
 
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12

DEM simulation of granular media—structure interface: effec..:

Jensen, Richard P. ; Bosscher, Peter J. ; Plesha, Michael E..
International Journal for Numerical and Analytical Methods in Geomechanics.  23 (1999)  6 - p. 531-547 , 1999
Link: https://doi.org/10.1002/..
 
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13

Rheological modeling of ceramic composites: An indirect met..:

Meyer, Dallas W. ; Cooper, Reid F. ; Plesha, Michael E.
International Journal of Solids and Structures.  29 (1992)  20 - p. 2563-2582 , 1992
Link: https://doi.org/10.1016/..
 
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14

Stiffness matrix integration rules for contact-friction fin..:

Qiu, Xiangjun ; Plesha, Michael E. ; Meyer, Dallas W.
Computer Methods in Applied Mechanics and Engineering.  93 (1991)  3 - p. 385-399 , 1991
Link: https://doi.org/10.1016/..
 
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15

Continuum modelling of jointed porous rock:

Cho, Taechin F. ; Plesha, Michael E. ; Haimson, Bezalel C.
International Journal for Numerical and Analytical Methods in Geomechanics.  15 (1991)  5 - p. 333-353 , 1991
Link: https://doi.org/10.1002/..
 
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