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contributor authorLinda M. Vanevenhoven
contributor authorCarol K. Shield
contributor authorLawrence C. Bank
date accessioned2017-05-08T21:58:59Z
date available2017-05-08T21:58:59Z
date copyrightMay 2010
date issued2010
identifier other%28asce%29st%2E1943-541x%2E0000175.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68016
description abstractFiber-reinforced polymer (FRP) pultruded profiles are produced by a number of manufacturers worldwide in similar, but nonstandard, wide-flange, I, angle, and tubular profiles. At present there is no American National Standards Institute approved design code in the United States for structural design with pultruded FRP profiles. Manufacturers of pultruded profiles each provide their own design equations, design methods, material properties, and safety factors for their pultruded products. There is a need for standardization of production and design of pultruded profiles to enable mainstream use of these profiles in structural engineering practice. The purpose of this paper is twofold: (1) to provide appropriate resistance factors (
publisherAmerican Society of Civil Engineers
titleLRFD Factors for Pultruded Wide-Flange Columns
typeJournal Paper
journal volume136
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000126
treeJournal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 005
contenttypeFulltext


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