Previous researchers have used the contoured dual cantilever beam, DCB, to demonstrate the value of fracture testing for bonded wood. However, use of the contoured specimen is laborious and stringent, preventing the routine application of this powerful test. A simplified method for mode I fracture testing of adhesively-bonded wood is presented here. Two significant improvements are shown: 1) data analysis using a shear corrected compliance method derived from beam theory, and 2) the flat DCB geometry. The shear corrected compliance method is both simple and robust, accounting for variations in wood modulus that often confound traditional shear mode tests. The flat DCB geometry greatly simplifies sample preparation, eliminating difficulties ...
Modern synthetic structural adhesives are finding a place in the drive to improve the fuel efficienc...
Fiber-reinforced plastic (FRP) composites are being used for reinforcement of wood, concrete, and st...
The direct identification of the cohesive law in pure mode I of Pinus pinaster is addressed. The app...
Tapered double cantilever beam specimens were developed and used to test the effects of bondline thi...
ABSTRACT: The strain energy release rate and associated param eters are useful measures of adhesive ...
The mode of fracture is classified into three types, opening mode (Mode Ⅰ), sliding mode (Mode Ⅱ) an...
AbstractA numerical study involving the single edge notched-three point bending test was methodicall...
The direct identification of the cohesive law in pure mode I of Pinus pinaster is addressed. The app...
The Tapered Double Cantilever Beam test (TDCB) was analysed in the context of wood fracture characte...
Blackbutt (Eucalyptus Pilularis) is a common plantation hardwood in New South Wales which is highly ...
Mode I fracture characterization was induced in wood (Picea abies L.) using the single-edge-notched ...
ABSTRACT: In this paper, the shear-mode (Mode-II) fracture toughness of wood– wood and wood–fiber re...
The purpose and history of glue bond testing have been reviewed. Certain deficiencies of standard te...
The sensitivity to geometrical imperfections of various test methods for wood-adhesive bonds was inv...
Cylindrical samples, 3.1 cm in diameter, were used for determination of "strength properties of adhe...
Modern synthetic structural adhesives are finding a place in the drive to improve the fuel efficienc...
Fiber-reinforced plastic (FRP) composites are being used for reinforcement of wood, concrete, and st...
The direct identification of the cohesive law in pure mode I of Pinus pinaster is addressed. The app...
Tapered double cantilever beam specimens were developed and used to test the effects of bondline thi...
ABSTRACT: The strain energy release rate and associated param eters are useful measures of adhesive ...
The mode of fracture is classified into three types, opening mode (Mode Ⅰ), sliding mode (Mode Ⅱ) an...
AbstractA numerical study involving the single edge notched-three point bending test was methodicall...
The direct identification of the cohesive law in pure mode I of Pinus pinaster is addressed. The app...
The Tapered Double Cantilever Beam test (TDCB) was analysed in the context of wood fracture characte...
Blackbutt (Eucalyptus Pilularis) is a common plantation hardwood in New South Wales which is highly ...
Mode I fracture characterization was induced in wood (Picea abies L.) using the single-edge-notched ...
ABSTRACT: In this paper, the shear-mode (Mode-II) fracture toughness of wood– wood and wood–fiber re...
The purpose and history of glue bond testing have been reviewed. Certain deficiencies of standard te...
The sensitivity to geometrical imperfections of various test methods for wood-adhesive bonds was inv...
Cylindrical samples, 3.1 cm in diameter, were used for determination of "strength properties of adhe...
Modern synthetic structural adhesives are finding a place in the drive to improve the fuel efficienc...
Fiber-reinforced plastic (FRP) composites are being used for reinforcement of wood, concrete, and st...
The direct identification of the cohesive law in pure mode I of Pinus pinaster is addressed. The app...