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    Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 009
    Author(s): Evan C. Bentz
    Publisher: American Society of Civil Engineers
    Abstract: Analyses of reinforced and prestressed concrete structures based on a smeared crack approach generally include a tension stiffening relationship to estimate the average concrete tensile stress after cracking. Many such ...
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    A Mechanics-Based Finite Element for the Analysis of Shear-Critical Slender Reinforced Beams and Columns 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022142
    Author(s): Edvard P. G. Bruun; Evan C. Bentz
    Publisher: ASCE
    Abstract: This paper presents the derivation and validation of a mechanics-based finite element for the analysis of shear-critical slender reinforced concrete beams and columns. The element can capture the load-deformation behavior ...
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    Field Test of a Shear Force Measurement Technique Using Fiber Optic Sensing under Variable Speed Truck Loading 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 012:;page 04022115
    Author(s): Jack Gillham; Neil A. Hoult; Evan C. Bentz
    Publisher: ASCE
    Abstract: The measurement of reaction forces at bridge bearings would enable engineers tasked with maintaining bridges to detect potential damage to the bearing and bridge by detecting changes in the load distribution at the supports ...
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    Shear Strength of Large Concrete Members with FRP Reinforcement 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 006
    Author(s): Evan C. Bentz; Laurent Massam; Michael P. Collins
    Publisher: American Society of Civil Engineers
    Abstract: Increasing interest in the use of fiber-reinforced polymer (FRP) reinforcement for reinforced concrete structures has made it clear that insufficient information about the shear performance of such members is currently ...
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    Influence of Longitudinal Reinforcement on One-Way Shear in Slabs and Wide Beams 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): Adam S. Lubell; Evan C. Bentz; Michael P. Collins
    Publisher: American Society of Civil Engineers
    Abstract: Sectional shear models for slender reinforced concrete members developed by several research groups differ in the treatment of longitudinal reinforcement details when evaluating one-way shear capacity. Some models relate ...
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