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    Shear Modulus of Standard Pultruded Fiber Reinforced Plastic Material

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 002
    Author:
    J. T. Mottram
    DOI: 10.1061/(ASCE)1090-0268(2004)8:2(141)
    Publisher: American Society of Civil Engineers
    Abstract: Research to determine the shear modulus of standard pultruded fiber reinforced plastic (FRP) material is reviewed and appraised. It is found that different test methods have given shear moduli data in the range from 1.3 to 5.1 GPa, with varying degrees of scatter. Pultruded material is comprised of alternate layers of two distinct glass reinforcement types. By applying micromechanical modeling, it is shown that the in-plane shear modulus of the continuous unidirectional rovings layer is similar to that of the continuous filament (or strand) mat layer, and that these layer moduli, generally, lie in the range 3.5 to 4.8 GPa (depending on fiber volume fraction). This finding indicates that the significant difference (>1.3 times) between the in-plane (3 GPa or less) and the St. Venant torsion (always >4 GPa) shear moduli is likely to be due to the experimental test procedures and the physical interpretation of shearing, rather than the layer construction of the material. For structural profiles, it is seen that the shear modulus of 3 GPa in company design manuals is often less than measured. Researchers require correlated elastic constant data if elastic deflections and instability loads for structural members can be accurately predicted using elastic theory. Further work is, therefore, recommended to establish standard test and analytical methods for the determination of shear moduli of pultruded FRP material.
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      Shear Modulus of Standard Pultruded Fiber Reinforced Plastic Material

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    contributor authorJ. T. Mottram
    date accessioned2017-05-08T21:30:37Z
    date available2017-05-08T21:30:37Z
    date copyrightApril 2004
    date issued2004
    identifier other%28asce%291090-0268%282004%298%3A2%28141%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54223
    description abstractResearch to determine the shear modulus of standard pultruded fiber reinforced plastic (FRP) material is reviewed and appraised. It is found that different test methods have given shear moduli data in the range from 1.3 to 5.1 GPa, with varying degrees of scatter. Pultruded material is comprised of alternate layers of two distinct glass reinforcement types. By applying micromechanical modeling, it is shown that the in-plane shear modulus of the continuous unidirectional rovings layer is similar to that of the continuous filament (or strand) mat layer, and that these layer moduli, generally, lie in the range 3.5 to 4.8 GPa (depending on fiber volume fraction). This finding indicates that the significant difference (>1.3 times) between the in-plane (3 GPa or less) and the St. Venant torsion (always >4 GPa) shear moduli is likely to be due to the experimental test procedures and the physical interpretation of shearing, rather than the layer construction of the material. For structural profiles, it is seen that the shear modulus of 3 GPa in company design manuals is often less than measured. Researchers require correlated elastic constant data if elastic deflections and instability loads for structural members can be accurately predicted using elastic theory. Further work is, therefore, recommended to establish standard test and analytical methods for the determination of shear moduli of pultruded FRP material.
    publisherAmerican Society of Civil Engineers
    titleShear Modulus of Standard Pultruded Fiber Reinforced Plastic Material
    typeJournal Paper
    journal volume8
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2004)8:2(141)
    treeJournal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 002
    contenttypeFulltext
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