Author: Russell Charles Moody
Publisher:
ISBN:
Category : Laminated wood
Languages : en
Pages : 34
Book Description
Yellow Popular Glulam Timber Beam Performance
Author: Russell Charles Moody
Publisher:
ISBN:
Category : Laminated wood
Languages : en
Pages : 34
Book Description
Publisher:
ISBN:
Category : Laminated wood
Languages : en
Pages : 34
Book Description
Yellow Poplar Glulam Timber Beam Performance
Author:
Publisher:
ISBN:
Category : Laminated wood
Languages : en
Pages : 32
Book Description
Publisher:
ISBN:
Category : Laminated wood
Languages : en
Pages : 32
Book Description
Research Paper FPL-RP
Author:
Publisher:
ISBN:
Category : Forest products
Languages : en
Pages : 184
Book Description
Publisher:
ISBN:
Category : Forest products
Languages : en
Pages : 184
Book Description
Thermal Degradation of Fire-retardant-treated Plywood
Author:
Publisher:
ISBN:
Category : Fireproofing agents
Languages : en
Pages : 582
Book Description
Publisher:
ISBN:
Category : Fireproofing agents
Languages : en
Pages : 582
Book Description
Strength and Stiffness of Reinforced Yellow-poplar Glued-laminated Beams
Author:
Publisher:
ISBN:
Category : Laminated wood
Languages : en
Pages : 32
Book Description
In bridge applications, it is often necessary to minimize the depth of the bridge structure to provide for the required hydraulic opening or reduce the volume of approach fill. For bridges that utilize structural glued-laminated (glulam) timber beams as stringers, reinforcement using thin strips of pultruded E-glass-fiber-reinforced plastic (GFRP) composites may permit reduced depth, because the reinforcement has the potential to increase stiffness and strength. This study is part of an overall effort aimed at evaluating the potential for commercial production of glulam-GFRP beams in current wood laminating plants and a wood adhesive compatible with existing equipment. Twelve Yellow-Poplar glulam GFRP beams were commercially manufactured, and their performance was evaluated. The GFRP panels were bonded to the wood with a resorcinol formaldehyde adhesive to provide the reinforcement. The simplicity of the process used to manufacture the test beams indicates that the commercial production of glulam-GFRP beams is feasible. Increases of 18 percent in stiffness and 26 percent in strength were achieved by adding 3 percent of GFRP by volume. The bending strength values of the beams predicted by the ASTM D3737 procedure correlate well with the experimental values. However, the observed delamination of the reinforcement indicates that improved bonding strength of wood--GFRP interfaces is needed. Results of this study will be useful to manufacturers interested in improving the performance of glulam timber beams.
Publisher:
ISBN:
Category : Laminated wood
Languages : en
Pages : 32
Book Description
In bridge applications, it is often necessary to minimize the depth of the bridge structure to provide for the required hydraulic opening or reduce the volume of approach fill. For bridges that utilize structural glued-laminated (glulam) timber beams as stringers, reinforcement using thin strips of pultruded E-glass-fiber-reinforced plastic (GFRP) composites may permit reduced depth, because the reinforcement has the potential to increase stiffness and strength. This study is part of an overall effort aimed at evaluating the potential for commercial production of glulam-GFRP beams in current wood laminating plants and a wood adhesive compatible with existing equipment. Twelve Yellow-Poplar glulam GFRP beams were commercially manufactured, and their performance was evaluated. The GFRP panels were bonded to the wood with a resorcinol formaldehyde adhesive to provide the reinforcement. The simplicity of the process used to manufacture the test beams indicates that the commercial production of glulam-GFRP beams is feasible. Increases of 18 percent in stiffness and 26 percent in strength were achieved by adding 3 percent of GFRP by volume. The bending strength values of the beams predicted by the ASTM D3737 procedure correlate well with the experimental values. However, the observed delamination of the reinforcement indicates that improved bonding strength of wood--GFRP interfaces is needed. Results of this study will be useful to manufacturers interested in improving the performance of glulam timber beams.
National Conference on Wood Transportation Structures
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 502
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 502
Book Description
Monthly Catalogue, United States Public Documents
Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1060
Book Description
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1060
Book Description
Monthly Catalog of United States Government Publications
Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1146
Book Description
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1146
Book Description
Efficient Utilization of Red Maple Lumber in Glued-laminated Timber Beams
Author: John J. Janowiak
Publisher:
ISBN:
Category : Red maple
Languages : en
Pages : 28
Book Description
Publisher:
ISBN:
Category : Red maple
Languages : en
Pages : 28
Book Description
Dividends from Wood Research
Author:
Publisher:
ISBN:
Category : Forests and forestry
Languages : en
Pages : 16
Book Description
Publisher:
ISBN:
Category : Forests and forestry
Languages : en
Pages : 16
Book Description