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RISAxial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes
Publisher: American Society of Civil Engineers
Abstract: This paper presents results of an experimental study on the behavior of square and rectangular high-strength concrete (HSC)-filled fiber-reinforced polymer (FRP) tubes (HSCFFT) under concentric compression. The effects of ...
Concrete-Filled FRP Tubes: Manufacture and Testing of New Forms Designed for Improved Performance
Publisher: American Society of Civil Engineers
Abstract: This paper reports on the development and testing of three new concrete-filled fiber-reinforced polymer (FRP) tube (CFFT) systems. These CFFT systems were designed to enhance the effectiveness of square and rectangular FRP ...
Lateral Strain-To-Axial Strain Model for Concrete-Filled FRP Tube Columns Incorporating Interface Gap and Prestressed Confinement
Publisher: American Society of Civil Engineers
Seismic Performance of Square High-Strength Concrete Columns in FRP Stay-in-Place Formwork
Publisher: American Society of Civil Engineers
Abstract: The use of high-strength concrete (HSC) in seismically active regions poses a major concern because of the brittle nature of the material. The confinement requirements for HSC columns may be prohibitively stringent since ...
Seismic Behavior of FRP-High-Strength Concrete–Steel Double-Skin Tubular Columns
Publisher: American Society of Civil Engineers
Abstract: This paper reports on an experimental study on the seismic behavior of fiber-reinforced polymer (FRP)–concrete–steel double-skin tubular (DST) columns. Nine DST and one concrete-filled FRP-tube (CFFT) columns that were ...
Seismic Behavior of High-Strength Concrete Columns Confined by Fiber-Reinforced Polymer Tubes
Publisher: American Society of Civil Engineers
Abstract: The use of high-strength concrete (HSC) in seismically active regions poses a major concern because of the brittle nature of material. The confinement requirements for HSC columns may be prohibitively stringent when ordinary ...
Tensile Behavior of FRP Anchors in Concrete
Publisher: American Society of Civil Engineers
Abstract: Strengthening of concrete structures using fiber-reinforced polymer (FRP) systems has become a widely accepted technology in the construction industry over the past decade. Externally bonded FRP sheets are proven to be a ...
Seismic Behavior of High-Strength Concrete-Filled FRP Tube Columns
Publisher: American Society of Civil Engineers
Abstract: This paper reports on an experimental program that investigated the seismic behavior of high-strength concrete (HSC)-filled fiber-reinforced-polymer (FRP) tubes (HSCFFTs), designed to perform as building columns. Five ...
Axial Compressive Behavior of Circular High-Strength Concrete-Filled FRP Tubes
Publisher: American Society of Civil Engineers
Abstract: Concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) have received significant research attention over the last two decades. However, experimental studies on the behavior of CFFTs filled with high-strength concrete ...
Compressive Behavior of Prestressed High-Strength Concrete-Filled Aramid FRP Tube Columns: Experimental Observations
Publisher: American Society of Civil Engineers
Abstract: This paper presents an experimental investigation on the influence of prestressing fiber reinforced polymer (FRP) confining shell on the axial compressive behavior of high-strength concrete (HSC)-filled FRP tube columns. ...