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    High‐Order Behavior of Sandwich Beams with Flexible Core and Transverse Diaphragms 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 005
    Author(s): Y. Frostig
    Publisher: American Society of Civil Engineers
    Abstract: The bending behavior of a sandwich beam with transversely “soft” core and transverse diaphragms is analytically investigated using variational principles. The beam consists of one or two skins, upper and lower, interconnected ...
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    Moduluation-Function Technique in Nonuniform Mechanical Systems 

    Source: Journal of Applied Mechanics:;1985:;volume( 052 ):;issue: 002:;page 479
    Author(s): Y. Frostig; G. Rosenhouse
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This note demonstrates the advantages of the modulation-function technique, proposed here as means of finding efficient solutions for second-order structural systems, the inhomogeneity of which may ...
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    Nonlinear High-Order Analysis of Cracked RC Beams Strengthened with FRP Strips 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author(s): O. Rabinovitch; Y. Frostig
    Publisher: American Society of Civil Engineers
    Abstract: A nonlinear analysis, based on the closed-form high-order approach, for the behavior of cracked reinforced concrete beams, retrofitted with externally bonded fiber-reinforced plastic (FRP) strips, is presented. The model ...
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    High-Order Approach for the Control of Edge Stresses in RC Beams Strengthened with FRP Strips 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): O. Rabinovitch; Y. Frostig
    Publisher: American Society of Civil Engineers
    Abstract: A closed-form high-order analytical model for the investigation of various methods that control and reduce the stress concentrations at the edges of reinforced concrete (RC) beams strengthened with externally bonded ...
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    Closed-Form High-Order Analysis of RC Beams Strengthened with FRP Strips 

    Source: Journal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
    Author(s): O. Rabinovich; Y. Frostig
    Publisher: American Society of Civil Engineers
    Abstract: A closed-form high-order analytical solution for the analysis of concrete beams strengthened with externally bonded fiber-reinforced plastic (FRP) strips is presented. The model is based on equilibrium and deformations ...
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    Boundary Condition Effects in Buckling of “Soft” Core Sandwich Panels 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 008
    Author(s): V. Sokolinsky; Y. Frostig
    Publisher: American Society of Civil Engineers
    Abstract: The effects of boundary conditions on the critical load level and the corresponding deflection mode shape of sandwich panels with a “soft” core due to in-plane loads are presented. The study is conducted using a closed-form ...
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    Delamination Failure of RC Beams Strengthened with FRP Strips—A Closed-Form High-Order and Fracture Mechanics Approach 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 008
    Author(s): O. Rabinovitch; Y. Frostig
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model for the prediction of the interfacial delamination failure of reinforced concrete (RC) beams strengthened with externally bonded fiber-reinforced plastic strips (FRPs) is presented. The analysis is ...
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    On Edge Stresses Control in Strengthened RC Beams with FRP Strips: Adhesive Layer Profile Effect 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 004
    Author(s): O. Rabinovitch; Y. Frostig
    Publisher: American Society of Civil Engineers
    Abstract: A high-order analytical model for the analysis of reinforced concrete (RC) beams strengthened with fiber-reinforced plastic (FRP) strips bonded with adhesive layer of variable thickness is presented. The model is based on ...
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    Delamination Effects in Reinforced Concrete Slabs Strengthened with Circular Composite Patches 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 012
    Author(s): O. Rabinovitch; Y. Frostig
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of reinforced concrete slabs strengthened with fully or partially bonded (delaminated) circular patches is analytically investigated. The model derived follows the concepts of the high-order theory, and uses ...
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    High‐Order Buckling Analysis of Sandwich Beams with Transversely Flexible Core 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Y. Frostig; M. Baruch
    Publisher: American Society of Civil Engineers
    Abstract: Buckling behavior of sandwich beams with a soft core is presented. The buckling analysis consists of formulation of linear and nonlinear behavior equations, boundary conditions, and continuity conditions. The beam construction ...
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