Failure criterion of wood.

Overview and extensions of annexes A: Failure criterion of wood,
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A(1982) A general failure criterion for wood,
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A(1993) Discussion and proposal of a general failure criterion of wood, [Download Article]
A(2005) Tensorpolynomial failure criterion for wood,
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A(2009) A continuum failure criterion applicable to wood,
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Exact failure criterion for wood, Theory extension and synthesis of all series A publications,
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Creep, damage and transformations

Overview and extensions of annexes B: Wood: Creep, damage processes, transformations,
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B(1989a) deformation and damage processes in wood,
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B(1989b) Theoretical explanation of the mechano-sorptive effect in wood,
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B(2005) Transformations of wood and wood-like polymers,
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B(2010) Theoretical derivation of the WLF and annealing equations,
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B(2011) A new theory of nucleation,
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Section B.1. Deformation and damage processes in wood, Theory extension and synthesis,
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Section B.2, B.3, B.4, Transformations of wood, Theory extension and synthesis,
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Fracture Mechanics

Overview and extensions of annexes C: Fracture mechanics,
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Proof and correction of severe misconceptions of the general accepted analysis of stresses near the crack tip
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Necessary corrections of the mathematical foundation of fracture mechanics
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Continuation of Necessary corrections of the mathematical foundation of fracture mechanics
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A New Fracture Mechanics Theory of Wood,Extended Second Edition
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Rejection and correction of the imposed fracture mechanics singularity approach with its associated tree modes of crack separation,
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C(2000) Evaluation of perpendicular to grain failure of beams caused by concentrated loads of joints, [Download Article]
C(1990 ) Tension perpendicular to the grain at notches and joints,
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C(2000) Evaluation of perpendicular to grain failure of beams caused by concentrated loads of joints, [Download Article]
C(2007a) Softening behavior and correction of the fracture energy,
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C(2007b) A new fracture mechanics theory for orthotropic material like wood,
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C(2011a) A new fracture mechanics theory of wood,
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C(2011b) Fracture mechanics of wood and wood-like reinforced polymers,
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C(2012) Discussion of mode II paper of Eng. Frac. Mech. 75 (2008) 4727,
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C(2013) Comment on Mode II critical stress intensity in Holzforschung, 66, pp 989,
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C(2014a) Exact derivaion of the small-crack geometric correction factor,
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C(2014b) Comment on CIB-W18_46_7_6 of B. Franke 3,
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C(2016) Exact fracture mechanics theory of wood 3, based on micro crack extension, proving the non-existence of mechanical softening behavior,
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Structural failure criteria of wood structures

Overview and extensions of annexes D: Structural failure criteria of timber structures
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D(1991) Discussion of the faillure criterion for combined bending and compression
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D(2006a) Derivation of the shear strength of continuous beams,
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D(2006b) Derivation of the bearing strength perpendicular to the grain,
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D(2008a) Derivation of the bearing strength perpendicular to the grain of locally loaded timber blocks,
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D(2008b) Explanation of the embedding strength of particle board,
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D(2010) Failure criterion for beams loaded in bending, compression and shear,
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D(2011) Derivation of the shear strength of continuous beams 1,
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D(2012a) Restoration of exact design for partial compression perpendicular to grain,
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D(2012b) Derivation of the bi-axial bending compression and shear strength of beams,
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Stability

Overview and extensions of annexes E: Stability,
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E(1990) CIB stability design proposal,
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E(2008a) discussion in Heron on Raven thesis,
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E(2008b) Critics on the thesis and Heron article of Raven et al,
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E(2013) Exact Stability Calculation for Timber Beams and Columns,
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Nailed wood products to wood joints,

Overview and extensions of annexes F: Nailed particle board to wood joints,
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F(2008) Explanation of the embedding strength of particle board,
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F(2012a,b)
a. Explanation of the Strength of Nailed Particle Board-to-Wood Joints,
b. Estimation of the Influence of Rows of Nails in Particle Board-to-wood joints,
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