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    3D Nonlinear Viscoelastic-Viscoplastic Model for Ramming Paste Used in a Hall-Héroult Cell 

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 005
    Author(s): Sakineh; Orangi; Mario; Fafard
    Publisher: American Society of Civil Engineers
    Abstract: Ramming paste is a carbonaceous porous material used in Hall-Héroult cells. It is baked in place under varying loads. To model the cell mechanical behavior during its lifespan, it was necessary to develop a constitutive ...
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    Washing of Bentonite in Laboratory Hydraulic‐Conductivity Tests 

    Source: Journal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Denis Marcotte; Jean Claude Marron; Marcel Fafard
    Publisher: American Society of Civil Engineers
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    Closure to “Washing of Bentonite in Laboratory Hydraulic‐Conductivity Tests” by Denis Marcotte, Jean Claude Marron, and Marcel Fafard 

    Source: Journal of Environmental Engineering:;1995:;Volume ( 121 ):;issue: 009
    Author(s): Denis Marcotte; Jean Claude Marron; Marcel Fafard
    Publisher: American Society of Civil Engineers
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    Anchorage Design Solution for Attaching an Approved Traffic Barrier to Multivoid Aluminum Bridge Decks 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007:;page 04021097-1
    Author(s): Charles-Darwin Annan; Martin Cormier; Mario Fafard
    Publisher: ASCE
    Abstract: Bridge decks are the most stressed elements in a highway bridge due to direct loading from vehicular traffic and occasional overloading, combined with stresses induced by environmental effects and the use of deicing salts ...
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    Constitutive Modeling of Kinematic Hardening Behavior of Saturated Anisotropic Soils 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    Author(s): Cheng Zhou; Serge Leroueil; Mario Fafard; Salim Ghorbel
    Publisher: American Society of Civil Engineers
    Abstract: A new three-dimensional cone-cap limit-state surface (LSS) model is proposed for cross-anisotropic, saturated, cohesionless, or cohesive remolded soils in consideration of anisotropic yielding and kinematic hardening. ...
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    Closure to “Discussion of ‘Damage Modeling in Random Short Glass Fiber Reinforced Composites Including Permanent Strain and Unilateral Effect’ ” (2006, ASME J. Appl. Mech., 73, pp. 347–348) 

    Source: Journal of Applied Mechanics:;2006:;volume( 073 ):;issue: 002:;page 349
    Author(s): Hicham Mir; Mario Fafard; Benoit Bissonnette; Marie-Laure Dano
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: If we compare the first equation of the Discussion to Eq. (2) of the paper, we can remark that the authors of the Discussion have misunderstood the former equation,12Eσ̃ii+σ̃ii+≠12Etr[(σ̃+)2]1 ...
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    Three-Dimensional Constitutive Creep/Relaxation Model of Carbon Cathode Materials 

    Source: Journal of Applied Mechanics:;2008:;volume( 075 ):;issue: 003:;page 31017
    Author(s): D. Picard; G. Soucy; J.-F. Bilodeau; M. Fafard
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In order to adequately simulate the behavior of a Hall–Héroult electrolysis cell, a finite element model must take into account the properties of each material forming the cell structure ...
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    Dynamic Analysis of Existing Continuous Bridge 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 001
    Author(s): Mario Fafard; Martin Laflamme; Marc Savard; Mallikarjuna Bennur
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the investigation of the effect of dynamic loads on the dynamic amplification factors (DAFs) of an existing continuous bridge. A three-dimensional analytical model to idealize the vehicle and a finite ...
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    Dynamic Behavior of Deck Slabs of Concrete Road Bridges 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 002
    Author(s): Claude Broquet; Simon F. Bailey; Mario Fafard; Eugen Brühwiler
    Publisher: American Society of Civil Engineers
    Abstract: This paper treats the dynamic effect of traffic actions on the deck slabs of concrete road bridges using the finite-element method. All the important parameters that influence bridge-vehicle interaction are studied with a ...
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    Use of FEA for Design of Posttensioning Anchor Head 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 002
    Author(s): Josée Bastien; Daniel Marceau; Mario Fafard; Hans R. Ganz
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the development process of a multistrand wedge anchor head mechanism. Generally, this development process involves a number of different experimental tests but, while informative and necessary, these ...
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