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    Compression Strength of Pultruded Flat Sheet Material

    Source: Journal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 002
    Author:
    J. T. Mottram
    DOI: 10.1061/(ASCE)0899-1561(1994)6:2(185)
    Publisher: American Society of Civil Engineers
    Abstract: The principal in‐plane compressive strengths of pultruded E‐glass fiber‐reinforced flat sheet material were measured using a nonstandard test procedure. Over 100 specimens, each having nominal dimensions of 7.0 by 2.0 by 0.635 cm, were tested with the longest side either parallel or perpendicular to the pull direction in the pultrusion process. The experimental test procedure and the test rig for thick (up to 1.6‐cm) specimens are described. The strength data are used in a comparison between statistical methods that may be used to determine design allowables for the purpose of structural design. These strength allowables are compared with the corresponding values (in accordance with standard ASTM D695‐90) provided by the manufacturer. Results show that compression strengths of the material have coefficients of variation of 9% in a parallel direction and 6% perpendicular to this. This large variation indicates that the ASTM D695‐90 specimen batches of five are too low. Design allowable strengths determined from the log‐normal distribution are 25% and 12% higher than manufacturer's allowables.
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      Compression Strength of Pultruded Flat Sheet Material

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    contributor authorJ. T. Mottram
    date accessioned2017-05-08T21:16:46Z
    date available2017-05-08T21:16:46Z
    date copyrightMay 1994
    date issued1994
    identifier other%28asce%290899-1561%281994%296%3A2%28185%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45362
    description abstractThe principal in‐plane compressive strengths of pultruded E‐glass fiber‐reinforced flat sheet material were measured using a nonstandard test procedure. Over 100 specimens, each having nominal dimensions of 7.0 by 2.0 by 0.635 cm, were tested with the longest side either parallel or perpendicular to the pull direction in the pultrusion process. The experimental test procedure and the test rig for thick (up to 1.6‐cm) specimens are described. The strength data are used in a comparison between statistical methods that may be used to determine design allowables for the purpose of structural design. These strength allowables are compared with the corresponding values (in accordance with standard ASTM D695‐90) provided by the manufacturer. Results show that compression strengths of the material have coefficients of variation of 9% in a parallel direction and 6% perpendicular to this. This large variation indicates that the ASTM D695‐90 specimen batches of five are too low. Design allowable strengths determined from the log‐normal distribution are 25% and 12% higher than manufacturer's allowables.
    publisherAmerican Society of Civil Engineers
    titleCompression Strength of Pultruded Flat Sheet Material
    typeJournal Paper
    journal volume6
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1994)6:2(185)
    treeJournal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 002
    contenttypeFulltext
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