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    Constitutive Modeling of Cold Compaction and Sintering of Hardmetal 

    Source: Journal of Engineering Materials and Technology:;2003:;volume( 125 ):;issue: 002:;page 191
    Author(s): Lennart Mähler; Kenneth Runesson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Constitutive modeling and related numerical issues in conjunction with the macroscopic analysis and simulation of cold compaction and subsequent solid phase sintering of hard-metal are discussed. ...
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    Element-Embedded Localization Band Based on Regularized Displacement Discontinuity 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Ragnar Larsson; Kenneth Runesson
    Publisher: American Society of Civil Engineers
    Abstract: The paper describes a new finite element, derived from the classical constant strain element, in the context of localization analysis of elastic-plastic materials. The formulation is based on the “enhanced strain” concept, ...
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    Properties of Incremental Solutions for Dissipative Material 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Kenneth Runesson; Ragnar Larsson
    Publisher: American Society of Civil Engineers
    Abstract: Using the fully implicit rule for temporal integration, one may define a class of simple plasticity models, for which an incremental potential energy can be constructed. This potential has, in general, multiple stationary ...
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    Closure to “Nonassociated Flow and Stability of Granular Materials” by Poul V. Lade, Richard B. Nelson, and Y. Marvin Ito (September, 1987, Vol. 113, No. 9) 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 008
    Author(s): Kenneth Runesson; Stein Sture
    Publisher: American Society of Civil Engineers
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    Prediction of Plastic Localization Using MRS‐Lade Model 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Dunja Perić; Kenneth Runesson; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: Conditions for plastic localization, in terms of the possibility for discontinuous bifurcations of the incremental strain rate field, are given for the MRS‐Lade model. The susceptibility to bifurcation is examined along ...
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    Finite Element with Inner Softening Band 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 003
    Author(s): Marek Klisinski; Kenneth Runesson; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: A new technique for modeling localized deformations within a softening band is described, where softening is attributed to a displacement discontinuity within an element. Concepts such as fracture strain are not included ...
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    Evaluation of Plastic Bifurcation for Plane Strain versus Axisymmetry 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Dunja Peric; Kenneth Runesson; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: Properties of discontinuous bifurcation solutions for elastic‐plastic solids are established for conventional test conditions that are pertinent to experiments on soil, powder, and rock. Typically, such conditions are ...
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    Characteristics and Computational Procedure in Softening Plasticity 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 008
    Author(s): Kenneth Runesson; Ragnar Larsson; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: Characteristics of finite element solutions involving strain‐softening plasticity are discussed with reference to strain localization and stability for simple uniaxial problems. The stability of localized and nonlocalized ...
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    Response Prediction of Granular Materials at Low Effective Stresses 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 007
    Author(s): Emir J. Macari‐Pasqualino; Kenneth Runesson; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: Analysis of laboratory experiments and model structures on cohesionless granular materials conducted at very low effective stress levels have shown that their response to loading differs significantly from that observed ...
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