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    Implications of Design Standard Requirements and Assumptions for Local Buckling Capacity Calculation of Pultruded GFRP Members 

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 004:;page 04026023-1
    Author(s): Harries, Kent A.
    Publisher: American Society of Civil Engineers
    Abstract: Abstract First-generation structural design standards for pultruded glass fiber–reinforced polymer (GFRP) materials are now available in North America and Europe. The orthotropic nature of pultruded GFRP (pGFRP) makes it ...
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    Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members 

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 001:;page 02524001-1
    Author(s): Harries, Kent A.
    Publisher: American Society of Civil Engineers
    Abstract: Forum papers are thought-provoking opinion pieces or essays founded in fact, sometimes containing speculation, on a civil engineering topic of general interest and relevance to the readership of the journal. The views ...
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    Steel Coupling Beams with a Replaceable Fuse 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): Shahrooz Bahram M.;Fortney Patrick J.;Harries Kent A.
    Publisher: American Society of Civil Engineers
    Abstract: Steel coupling beams have emerged as a viable alternative to conventionally and diagonally reinforced concrete coupling beams because of their superior energy-dissipation characteristics, smaller member depth, and ease of ...
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    Shear Strengthening and Anchorage Effects of CFRP U-Wraps in Flexurally Strengthened Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 002:;page 04026001-1
    Author(s): Ishfaq, Muhammad; Kanitkar, Ravi; Harries, Kent A.; Oller, Eva; Shapack, Griffith; Alkhrdaji, Tarek; Tatar, Jovan
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study investigates the combined effects of shear strengthening and anchorage provided by carbon fiber–reinforced polymer (CFRP) U-wraps in reinforced concrete beams strengthened in flexure using externally ...
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    Uniaxial Tensile Stress–Strain Behavior of Carbon-Fiber Grid–Reinforced Engineered Cementitious Composites 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 006
    Author(s): Zhu Zhong-Feng;Wang Wen-Wei;Harries Kent A.;Zheng Yu-Zhou
    Publisher: American Society of Civil Engineers
    Abstract: Carbon fiber–reinforced polymer (CFRP) grid–reinforced engineered cementitious composites (ECC) have been developed as an alternative to epoxy resin–based FRP plates for the strengthening of concrete structures. To broaden ...
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