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    Finite-Element Bond-Slip Model for Concrete Columns under Cyclic Loads 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): Claire Girard; Josée Bastien
    Publisher: American Society of Civil Engineers
    Abstract: The hysteretic behavior of reinforced concrete structures depends in large measure on the transfer mechanism between reinforcing steel and concrete through bond and the resulting slip. This paper presents a finite-element ...
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    Methods for Shear Strengthening of Thick Concrete Slabs 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 003
    Author(s): Mathieu Fiset; Josée Bastien; Denis Mitchell
    Publisher: American Society of Civil Engineers
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    Analysis of Continuous Beams Prestressed with Localized Tendons 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): André Picard; Josée Bastien; Bruno Massicotte
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the use of localized tendons to prestress statically indeterminate structures is examined. To determine the prestressing moments produced by localized tendons, the fixed-end moments should first be computed. ...
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    Relative Efficiency of External Prestressing 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 012
    Author(s): André Picard; Bruno Massicotte; Josée Bastien
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the efficiency of tendon profiles is examined for the internal and external prestressing of statically indeterminate structures. The statically indeterminate component of the total prestressing moment is ...
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    Effects of Delamination on the Performance of Two-Way Reinforced Concrete Slabs 

    Source: Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 004
    Author(s): Julie L. Reilly; William D. Cook; Josée Bastien; Denis Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: Tests on two-way reinforced concrete slab-column connections with simulated delamination are reported. The experimental results are compared with test results of companion specimens to investigate the effects of significant ...
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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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