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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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