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    Selection of Rubber Materials and Shapes for Energy‐Absorbing Elements 

    Source: Journal of Materials in Civil Engineering:;1990:;Volume ( 002 ):;issue: 004
    Author(s): Paul N. Roschke; Michael F. Thompson; Dean L. Sicking
    Publisher: American Society of Civil Engineers
    Abstract: Energy dissipation characteristics of rubber elements are discussed as a function of material, geometry, temperature, and grouping effects. Static and dynamic energy absorption of particular rubber compounds is quantified. ...
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    Head Ejection during Barrier Impacts 

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Scott K. Rosenbaugh; Ronald K. Faller; Dean L. Sicking
    Publisher: American Society of Civil Engineers
    Abstract: During oblique vehicular impacts with longitudinal barriers, an occupant’s head is often ejected out of a side window. When this occurs, the occupant’s head can contact the barrier or an object attached thereto. This impact ...
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    Box-Beam Bursting Energy Absorbing Terminal 

    Source: Journal of Transportation Engineering, Part A: Systems:;2002:;Volume ( 128 ):;issue: 003
    Author(s): John D. Reid; John R. Rohde; Dean L. Sicking
    Publisher: American Society of Civil Engineers
    Abstract: A new box-beam guardrail end terminal, known as the box-beam bursting energy absorbing terminal (BEAT), was designed and shown to meet current United States impact safety standards according to guidelines provided by the ...
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    Low‐Maintenance Rubber Crash Cushion 

    Source: Journal of Transportation Engineering, Part A: Systems:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Dean L. Sicking; Paul N. Roschke; Hayes E. Ross, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: The present research was aimed at development of a low‐maintenance crash cushion utilizing reusable rubber elements. Energy dissipation characteristics of full‐scale hollow circular rubber cylinders was investigated through ...
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    Critical Impact Point for Longitudinal Barriers 

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 001
    Author(s): John D. Reid; Dean L. Sicking; Roger Bligh
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for identifying critical impact points (CIP) for longitudinal barriers is presented. The procedure is based on computer simulations of longitudinal barrier impacts using the Barrier VII computer program. Critical ...
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    Design and Analysis of Approach Terminal Sections Using Simulation 

    Source: Journal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 005
    Author(s): John D. Reid; Dean L. Sicking; Gene W. Paulsen
    Publisher: American Society of Civil Engineers
    Abstract: Turned-down guardrail terminal sections were analyzed using LS-DYNA3D, a dynamic, nonlinear, large deformation finite-element modeling package with capabilities for simulating vehicular impacts into roadside hazards. A ...
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    Evaluating the Cost-Effectiveness of Roadside Culvert Treatments 

    Source: Journal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 012
    Author(s): Francisco Daniel B. de Albuquerque; Dean L. Sicking; Ronald K. Faller; Karla A. Lechtenberg
    Publisher: American Society of Civil Engineers
    Abstract: Roadside cross-drainage culverts have been found to affect vehicle accident injury levels. As a result, highway designers have commonly used three safety treatments to protect errant motorists from striking culvert openings. ...
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