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contributor authorS. K. Singamsethi
contributor authorJ. M. LaFave
contributor authorK. D. Hjelmstad
date accessioned2017-05-08T21:30:50Z
date available2017-05-08T21:30:50Z
date copyrightDecember 2005
date issued2005
identifier other%28asce%291090-0268%282005%299%3A6%28536%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54343
description abstractA new type of connection between beams and columns has been designed and fabricated specifically for use with glass fiber reinforced plastic (GFRP) pultruded box members. The work is built on previous efforts in the area of GFRP connections, which demonstrated that innovative connections between box sections are superior to connections based on concepts from steel construction for connecting I-beams. The new connection element is designed as a monolithic connection for frame members and is fabricated using a vacuum assisted resin transfer molding process. Individual connection specimens have been fabricated and tested to verify their performance under cyclic static loads in a test frame designed to simulate conditions in a moment resisting frame. The connection configuration was found to fare better from the standpoint of both strength and stiffness in comparison with previous attempts at developing GFRP beam-to-column connections.
publisherAmerican Society of Civil Engineers
titleFabrication and Testing of Cuff Connections for GFRP Box Sections
typeJournal Paper
journal volume9
journal issue6
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2005)9:6(536)
treeJournal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 006
contenttypeFulltext


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