Bolted and bonded FRP beam-column joints with semi-rigid end conditions
Abstract
Presented are test results from eight full-scale pultruded FRP beam-to-column joint subassemblies. Moment-rotation behaviour, failure modes, joint classification and load enhancement due to semi-rigid end conditions are discussed. Testing is divided in two series: first had FRP beam-to-steel column joints and second FRP beam-to-FRP column joints. The joints are either flange and web cleated or flange cleated only. The connection method is...
Paper Details
Title
Bolted and bonded FRP beam-column joints with semi-rigid end conditions
Published Date
Sep 1, 2020
Journal
Volume
247
Pages
112500 - 112500
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