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    Least-Squares Finite-Element Evaluation of Flow Nets 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 008
    Author(s): Panos D. Kiousis
    Publisher: American Society of Civil Engineers
    Abstract: A novel least-squares implementation of the finite-element method is presented to evaluate stream functions in the solution of field problems. The method is programmatically similar to the solution of the Laplace equation, ...
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    Strain Space Approach for Softening Plasticity 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Panos D. Kiousis
    Publisher: American Society of Civil Engineers
    Abstract: A formulation of the theory of plasticity in the strain space, which is a special case of the theory developed by Naghdi and coworkers, is presented here. A method to develop hardening functions to treat softening materials ...
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    Development of Self-Consolidating Concrete for Thin Wall Applications Including Validation 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 010
    Author(s): Brent L. Whitcomb; Panos D. Kiousis
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a self-consolidating concrete mix developed for thin wall construction. Casting of vertical thin concrete walls requires a stable, pumpable, and highly flowable mix. The developed mix has increased ...
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    Load Settlement Relation for Axially Loaded Piles 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Panos D. Kiousis; Amgad S. Elansary
    Publisher: American Society of Civil Engineers
    Abstract: A numerical method to calculate the load-settlement of an axially loaded pile is presented. The method is based on an iterative scheme that tests the global equilibrium conditions and the load transfer (t-z) equations. The ...
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    Plasticity Model for Reinforced Concrete Elements Subjected to Overloads 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author(s): Athanasios I. Karabinis; Panos D. Kiousis
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a theoretical and computational framework for the analysis of structures that are subjected to inelastic static or dynamic overloads. Current practice in structural engineering assumes elastic material ...
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    Associative Plasticity for Dilatant Soils 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Panos D. Kiousis; Ali A. Abdulla
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a set of rules is established that, when used in the modeling of dilatant soils, within the framework of associative plasticity, enables very successful shear and dilatancy predictions. The most important ...
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    Finite Strain Analysis of Pressuremeter Test 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): George Z. Voyiadjis; Mehmet T. Tumay; Panos D. Kiousis
    Publisher: American Society of Civil Engineers
    Abstract: In this work, the plane strain pressuremeter test is examined using a finite strain elasto-plastic analysis. The pressure-meter expansion is analyzed as a finite strain problem using a Lagrangian formulation employing the ...
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    Finite‐Strain, Elasto‐Plastic Solution for Contact Problems 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 003
    Author(s): George Z. Voyiadjis; Andrew A. Poe; Panos D. Kiousis
    Publisher: American Society of Civil Engineers
    Abstract: The finite element method is used to solve contact problems. The approach is general and is used to solve contact problems between flexible bodies. A system of constitutive relations which are applicable to elasto‐plastic ...
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    Truss Modeling of Concrete Columns in Compression 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Panos D. Kiousis; P. G. Papadopoulos; H. Xenidis
    Publisher: American Society of Civil Engineers
    Abstract: A truss-based simulation of reinforced concrete columns under compression is presented in this study. The concrete truss elements are modeled based on advanced constitutive equations that take into consideration confinement ...
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    Effects of Recycled Concrete Aggregates on the Compressive and Shear Strength of High-Strength Self-Consolidating Concrete 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 004
    Author(s): Christos G. Fakitsas; Panagiota Eleni A. Papakonstantinou; Panos D. Kiousis; Athina Savva
    Publisher: American Society of Civil Engineers
    Abstract: The effectiveness of internal curing of high-strength self-consolidating concrete (SCC) using saturated recycled-concrete aggregates is examined in this study. Tests were performed on SCC using natural rock aggregate ...
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