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Environmental Degradation of Fiber-Reinforced Polymer Fasteners in Wood
Publisher: American Society of Civil Engineers
Abstract: This paper examines the durability of fiber-reinforced polymer (FRP) nails in treated wood. The FRP nails were exposed to four conditions: (1) accelerated weathering, consisting of exposure to ultraviolet light and ...
Shear Strength of Solid-Sawn Douglas-Fir Beams
Publisher: American Society of Civil Engineers
Abstract: The objective of this study was to improve current shear design criteria by establishing a test method for creating a database of beam shear strength of solid-sawn Douglas-fir lumber and correlating it to shear block test ...
Corrosion Rates of Fasteners in Treated Wood Exposed to 100% Relative Humidity
Publisher: American Society of Civil Engineers
Abstract: In the past, gravimetric corrosion data for fasteners exposed to treated wood has been reported as a percent weight loss. Although percent weight loss is a valid measure of corrosion for comparing identical fasteners, it ...
Withdrawal Strength and Bending Yield Strength of Stainless Steel Nails
Publisher: American Society of Civil Engineers
Abstract: It has been well established that stainless steel nails have superior corrosion performance compared to carbon steel or galvanized nails in treated wood; however, their mechanical fastening behavior is unknown. In this ...
Design of Glued Laminated Timber Columns
Publisher: American Society of Civil Engineers
Abstract: The column design criterion adopted in the 1991 National Design Specification (NDS) contains a parameter
Determination of Ylinen's Parameter for Parallel-Strand Lumber
Publisher: American Society of Civil Engineers
Abstract: This study investigates the performance of 38 by 89 mm (1.5 by 3.5 in.) parallel-strand lumber columns. Currently, the 1991 national design specification of the American Forest and Paper Association for columns includes a
Withdrawal Strength of Threaded Nails
Publisher: American Society of Civil Engineers
Abstract: Threaded nails are used in wood construction because of their superior performance, but relatively few tests have been conducted on nails larger than 12
Hybrid System of Unbonded Post-Tensioned CLT Panels and Light-Frame Wood Shear Walls
Publisher: American Society of Civil Engineers