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Discussion of “<i>Transverse Stirrup Spacing in R/C Beams</i>” by Wayne Hsiung and Gregory C. Frantz (February, 1985, Vol. 111, No. 2)
Publisher: American Society of Civil Engineers
Bolted Connections for Fiber-Reinforced Composite Structural Members: Experimental Program
Publisher: American Society of Civil Engineers
Abstract: The use of fiber-reinforced composite materials for the construction and rehabilitation of civil engineering structures is relatively new. Structural members are routinely joined by bolted connections. Bolted connections ...
Bolted Connections for Fiber-Reinforced Composite Structural Members: Analytical Model and Design Recommendations
Publisher: American Society of Civil Engineers
Abstract: The use of fiber-reinforced composite materials in civil structural applications is relatively new and there is a serious lack of information on the behavior and design of the bolted connections normally used for structural ...
Filament-Wound Glass Fiber Reinforced Polymer Bridge Deck Modules
Publisher: American Society of Civil Engineers
Abstract: The demand for the development of efficient and durable bridge decks is a priority for most of the highway authorities worldwide. This paper summarizes the results of an experimental program designed to study the behavior ...
Timber Beams Strengthened with GFRP Bars: Development and Applications
Publisher: American Society of Civil Engineers
Abstract: Repair and rehabilitation of infrastructure is becoming increasingly important for bridges due to material deterioration and limited capacity to accommodate current load levels. An experimental program was undertaken to ...
Flexural Behavior of Concrete-Filled Fiber-Reinforced Polymer Circular Tubes
Publisher: American Society of Civil Engineers
Abstract: This paper presents the experimental results of large-scale concrete-filled glass fiber reinforced polymer (GFRP) circular tubes and control hollow GFRP and steel tubes tested in bending. The diameter of the beams ranged ...
Strengthening of Infill Masonry Walls with FRP Materials
Publisher: American Society of Civil Engineers
Abstract: This paper evaluates the effectiveness of different externally bonded glass fiber–reinforced polymer (GFRP) systems for increasing the out-of-plane resistance of infill masonry walls to loading. The research included a ...
Design of FRP-Strengthened Infill-Masonry Walls Subjected to Out-of-Plane Loading
Publisher: American Society of Civil Engineers
Abstract: Fiber-reinforced polymer (FRP) strengthening systems for infill-masonry walls are typically designed to resist flexural stresses caused by out-of-plane pressure. Previous research has shown that there are potential premature ...
Deflection Control of Concrete Beams Pretensioned by CFRP Reinforcements
Publisher: American Society of Civil Engineers
Abstract: Use of carbon fiber reinforced polymers (CFRP) reinforcement for prestressing concrete structures introduces a promising solution for deterioration of concrete structures due to corrosion of steel reinforcements. Due to ...
Prestressed Concrete Containment Model
Publisher: American Society of Civil Engineers
Abstract: The construction and testing of a model of a prestressed concrete containment structure is described. The test structure consisted of a reinforced concrete base, cylindrical wall, ring beam and dome built of prestressed ...
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