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    Assessing Compressive Properties of GFRP Bars: Novel Test Fixture and Statistical Analysis

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 002::page 04025011-1
    Author:
    Alireza Sadat Hosseini
    ,
    Pedram Sadeghian
    DOI: 10.1061/JCCOF2.CCENG-4971
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the compressive behavior of thermoset glass fiber–reinforced polymer (GFRP) bars across different grades, sizes, and length-to-diameter (L/db) ratios using a novel testing fixture. A total of 61 specimens were subjected to testing, encompassing bars in three sizes, three grades, and three L/db ratios. The new testing fixture, informed by insights from previous methods and initial investigations, easily adaptable to different bar diameters, and eliminates the need for resin, grout, or permanent attachment, allowing for reuse. Using this testing method, consistent measurements of compressive strengths were obtained for L/db = 2, reaching approximately 0.86 of their average measured tensile strength. These measurements exhibited a low standard deviation (SD) of 0.047 and a low coefficient of variation (CoV) of 5.4%. Additionally, the elastic modulus in compression closely aligned with the tensile modulus, with a ratio of 0.97, and minimal variation in measurements (SD = 0.032 and CoV = 3.3%). Increasing the L/db ratio of bars from 2 to 6 escalated result variability and reduced the compressive to tensile strength ratio (ffc/fft) from 0.86 to 0.63, mainly due to increased susceptibility to buckling as observed in the experiments. However, the elastic modulus ratios (Efc/Eft) remained consistent around 1.0. The results of a comparative statistical analysis using data from studies over the last decade highlighted a decreasing trend in ffc/fft ratios with increasing L/db ratios, having an average of 0.7. However, Efc/Eft remains stable at around 1.0 across different L/db ratios.
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      Assessing Compressive Properties of GFRP Bars: Novel Test Fixture and Statistical Analysis

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    contributor authorAlireza Sadat Hosseini
    contributor authorPedram Sadeghian
    date accessioned2025-04-20T10:04:39Z
    date available2025-04-20T10:04:39Z
    date copyright1/10/2025 12:00:00 AM
    date issued2025
    identifier otherJCCOF2.CCENG-4971.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303942
    description abstractThis study investigates the compressive behavior of thermoset glass fiber–reinforced polymer (GFRP) bars across different grades, sizes, and length-to-diameter (L/db) ratios using a novel testing fixture. A total of 61 specimens were subjected to testing, encompassing bars in three sizes, three grades, and three L/db ratios. The new testing fixture, informed by insights from previous methods and initial investigations, easily adaptable to different bar diameters, and eliminates the need for resin, grout, or permanent attachment, allowing for reuse. Using this testing method, consistent measurements of compressive strengths were obtained for L/db = 2, reaching approximately 0.86 of their average measured tensile strength. These measurements exhibited a low standard deviation (SD) of 0.047 and a low coefficient of variation (CoV) of 5.4%. Additionally, the elastic modulus in compression closely aligned with the tensile modulus, with a ratio of 0.97, and minimal variation in measurements (SD = 0.032 and CoV = 3.3%). Increasing the L/db ratio of bars from 2 to 6 escalated result variability and reduced the compressive to tensile strength ratio (ffc/fft) from 0.86 to 0.63, mainly due to increased susceptibility to buckling as observed in the experiments. However, the elastic modulus ratios (Efc/Eft) remained consistent around 1.0. The results of a comparative statistical analysis using data from studies over the last decade highlighted a decreasing trend in ffc/fft ratios with increasing L/db ratios, having an average of 0.7. However, Efc/Eft remains stable at around 1.0 across different L/db ratios.
    publisherAmerican Society of Civil Engineers
    titleAssessing Compressive Properties of GFRP Bars: Novel Test Fixture and Statistical Analysis
    typeJournal Article
    journal volume29
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-4971
    journal fristpage04025011-1
    journal lastpage04025011-19
    page19
    treeJournal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 002
    contenttypeFulltext
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