Access the full text.
Sign up today, get DeepDyve free for 14 days.
Y. Iijima (2007)
Standardization of Testing and Evaluation Method for Full-size Structural Timber Strength in JapanMokuzai Gakkaishi, 53
H. Yoshihara (2010)
Mode I and mode II initiation fracture toughness and resistance curve of medium density fiberboard measured by double cantilever beam and three-point bend end-notched flexure testsEngineering Fracture Mechanics, 77
M. Moura, N. Dourado, J. Morais (2010)
Crack equivalent based method applied to wood fracture characterization using the single edge notched-three point bending testEngineering Fracture Mechanics, 77
M. Moura, J. Morais, N. Dourado (2008)
A new data reduction scheme for mode I wood fracture characterization using the double cantilever beam testEngineering Fracture Mechanics, 75
S. Vasic, I. Smith, E. Landis (2007)
Fracture zone Characterization—Micro-Mechanical StudyWood and Fiber Science, 34
E. Wessel (1968)
State of the art of the WOL specimen for KIc fracture toughness testingEngineering Fracture Mechanics, 1
W. Kambe, Y. Iijima, T. Nakagomi (2008)
A DISCUSSION ABOUT EVALUATION METHOD OF MODE I FRACTURE TOUGHNESS PERFORMANCE WITH WOOD FOR STRUCTURAL GLULAMJournal of Structural and Construction Engineering (transactions of Aij), 73
(1998)
Fracture toughness of wood-based composite boards in opening mode I. Measurement of fracture toughness of various wood-based composite boards
S. Vasic, I. Smith (2003)
Contact-crack problem with friction in spruceHolz als Roh- und Werkstoff, 61
L. Boström (1994)
The stress-displacement relation of wood perpendicular to the grainWood Science and Technology, 28
D. Kretschmann (2008)
The influence of juvenile wood content on shear parallel, compression, and tension perpendicular to grain strength and mode I fracture toughness of loblolly pine at various ring orientationForest Products Journal, 58
G. Valentin, G. Adjanohoun (1992)
Applicability of classical isotropic fracture mechanics specimens to wood crack propagation studiesMaterials and Structures, 25
S. Morel, G. Mourot, J. Schmittbuhl (2003)
Influence of the specimen geometry on R-curve behavior and roughening of fracture surfacesInternational Journal of Fracture, 121
F. Thuvander, M. Sjödahl, L. Berglund (2000)
Measurements of crack tip strain field in wood at the scale of growth ringsJournal of Materials Science, 35
Z. Bažant (2002)
Concrete fracture models: testing and practiceEngineering Fracture Mechanics, 69
H. Yoshihara (2010)
Examination of the mode I critical stress intensity factor of wood obtained by single-edge-notched bending test, 64
N. Dourado, S. Morel, M. Moura, G. Valentin, J. Morais (2008)
Comparison of fracture properties of two wood species through cohesive crack simulationsComposites Part A-applied Science and Manufacturing, 39
M. Moura, R. Campilho, J. Gonçalves (2008)
Crack equivalent concept applied to the fracture characterization of bonded joints under pure mode I loadingComposites Science and Technology, 68
L. Carlsson, D. Adams, R. Pipes (1987)
Experimental characterization of advanced composite materials
S. Morel, N. Dourado, G. Valentin (2005)
Wood: a quasibrittle material R-curve behavior and peak load evaluationInternational Journal of Fracture, 131
F. Thuvander, L. Berglund (2000)
In situ observations of fracture mechanisms for radial cracks in woodJournal of Materials Science, 35
C. Susanti, T. Nakao, H. Yoshihara (2010)
Examination of the failure behaviour of wood with a short crack in the tangential-radial system by single-edge-notched bending testEngineering Fracture Mechanics, 77
K. Riipola, Mikael Fonselius (1992)
DETERMINATION OF CRITICAL J-INTEGRAL FOR WOODJournal of Structural Engineering-asce, 118
H. Yoshihara (2010)
Influence of loading conditions on the measurement of mode I critical stress intensity factor for wood and medium-density fiberboard by the single-edge-notched tension test, 64
H. Yoshihara (2007)
Simple estimation of critical stress intensity factors of wood by tests with double cantilever beam and three-point end-notched flexure, 61
N. Dourado, M. Moura, J. Morais, M. Silva (2009)
Estimate of resistance-curve in wood through the double cantilever beam test, 64
H. Yoshihara, Akihiko Satoh (2009)
Shear and crack tip deformation correction for the double cantilever beam and three-point end-notched flexure specimens for mode I and mode II fracture toughness measurement of woodEngineering Fracture Mechanics, 76
Kiyoshi Sato (1986)
Influence of Loading Rate on Mechanical Properties of Medium Density Fiber BoardJournal of The Society of Materials Science, Japan, 35
F. Thuvander, L. Jernkvist, J. Gunnars (2000)
Influence of repetitive stiffness variation on crack growth behaviour in woodJournal of Materials Science, 35
L. Daudeville (1999)
Fracture in spruce: experiment and numerical analysis by linear and non linear fracture mechanicsHolz als Roh- und Werkstoff, 57
S. Vasic, I. Smith (2002)
Bridging crack model for fracture of spruceEngineering Fracture Mechanics, 69
P. Davies, B. Blackman, A. Brunner (2001)
Mode II delaminationEuropean Structural Integrity Society, 28
D. Green, D. Kretschmann (1994)
Moisture content and the properties of clear southern pine
The critical stress intensity factor of mode I ( K Ic ) obtained by compact tension (CT) tests of wood and medium-density fiberboard (MDF) was experimentally and numerically analyzed. A double cantilever beam (DCB) test was also conducted and the results were compared with those of the CT tests. Similar to the results of single-edge-notched bending (SENB) and single-edge-notched tension (SENT) tests previously conducted, the value of K Ic was obtained properly from the CT test when an additional crack length was taken into account.
Holzforschung - International Journal of the Biology, Chemistry, Physics and Technology of Wood – de Gruyter
Published: Aug 1, 2011
Keywords: additional crack length; compact tension test (CT); critical stress intensity factor of mode I; double cantilever beam test (DCB); finite element analysis (FEA); medium-density fiberboard (MDF); western hemlock
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.