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原文传递 Steel Connections with Fiber-Reinforced Resin Thermal Barrier Filler Plates under Service Loading
题名: Steel Connections with Fiber-Reinforced Resin Thermal Barrier Filler Plates under Service Loading
其他题名: ABET Engineering Accreditation Commission.(2014)."2014-2015 criteria for accrediting engineering programs."Baltimore.
正文语种: 英文
作者: Douglas B. Cleary
关键词: Thermal bridge;Fiber-reinforced resin;Bolted connection;Slip critical;Metal and composite structures
摘要: Fiber-reinforced resin (FRR) plates are being incorporated into structural joints to correct thermal bridging issues to create more energy-efficient buildings. The purpose of this study was to evaluate the behaviors of simple shear and moment connections that include FRR thermal barrier plates under service-loading conditions. Tests included two thicknesses and two grades of barrier plate. The shear connection tests showed that the coefficient of friction between steel and an as-received FRR plate was significantly lower than that of steel on steel. However, roughening the FRR plates by blasting with aluminum oxide increased the coefficient to nearly the same as or greater than steel on steel. In moment connections the presence of thermal barrier plates increased the joint rotation at the connection. A 25-mm (1-in.) thermal barrier plate increased the joint rotation by 10% compared to a joint without the barrier plate. The increase was 20% for a 50-mm (2-in.) plate. The thermal barrier plates did not affect the dynamic response of the test fixture at structurally important frequencies.
出版年: 2016
论文唯一标识: P-26Y2016V142N11010
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0001576
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 142
期: 11
页码: 95-102
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