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    Smooth Limit Surfaces for Metals, Concrete, and Geotechnical Materials 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 009
    Author(s): Howard L. Schreyer
    Publisher: American Society of Civil Engineers
    Abstract: A limit surface for engineering materials in terms of three invariants of stress is proposed in which the shape of the surface in the deviatoric plane is described as a function of mean pressure. The shape is triangular ...
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    Closure to “<i>Smooth Limit Surfaces for Metals, Concrete, and Geotechnical Materials</i>” by Howard L. Schreyer (September, 1989, Vol. 115, No. 9) 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 007
    Author(s): Howard L. Schreyer
    Publisher: American Society of Civil Engineers
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    One-Dimensional Softening With Localization 

    Source: Journal of Applied Mechanics:;1986:;volume( 053 ):;issue: 004:;page 791
    Author(s): Howard L. Schreyer; Z. Chen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The relationship between material softening and structural softening is investigated through the use of a model problem in one dimension. If the size of the softening zone is large the structural ...
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    Third‐Invariant Model for Rate‐Dependent Soils 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Howard L. Schreyer; James E. Bean
    Publisher: American Society of Civil Engineers
    Abstract: A theory of viscoplasticity for frictional materials is developed in which first and third invariants of stress and strain are used instead of the more conventional second invariants. Rate effects are incorporated directly ...
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    A Third‐Invariant Plasticity Theory for Low‐Strength Concrete 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Howard L. Schreyer; Susan M. Babcock
    Publisher: American Society of Civil Engineers
    Abstract: A theory of plasticity for frictional materials is developed in which first and third invariants of stress and strain are used instead of the more conventional second invariants. The usual concepts of strain‐hardening ...
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    Experimental and Numerical Investigation of Failure of Alumina under Plane Stress 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 011
    Author(s): Ming L. Wang; Jian Gao; Howard L. Schreyer
    Publisher: American Society of Civil Engineers
    Abstract: Failure modes of polycrystalline alumina in compact-tension specimens were studied using the scanning electron microscope. Microcrack propagation was monitored under large magnification. Starting with a preexisting chevron ...
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    Constitutive Models for Healing of Materials with Application to Compaction of Crushed Rock Salt 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 010
    Author(s): Shuke Miao; Ming L. Wang; Howard L. Schreyer
    Publisher: American Society of Civil Engineers
    Abstract: Certain materials exhibit a capability to heal with time. Healing implies that microcracks and microvoids reduce in size, with a corresponding increase in stiffness and strength, features that are exactly the opposite of ...
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