Survival Analysis of Tensile Strength Variation and Simulated Length–Size Effect along Oak Boards

Author:

Tapia Cristóbal1ORCID,Aicher Simon2ORCID

Affiliation:

1. Materials Testing Institute, Univ. of Stuttgart, Pfaffenwaldring 4b, Stuttgart 70569, Germany (corresponding author). ORCID: .

2. Chief Academic Director and Head of Department, Materials Testing Institute, Univ. of Stuttgart, Pfaffenwaldring 4b, Stuttgart 70569, Germany. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference47 articles.

1. A new look at the statistical model identification

2. Effect of size on tension perpendicular-to-grain strength of Douglas-fir;Barrett J. D.;Wood Fiber Sci.,1974

3. Barrett J. D. and A. R. Fewell. 1990. “Size factors for the bending and tension strength of structural timber.” In Proc. Int. Council for Building Research Studies and Documentation. Working Comission W18A—Timber Structures Paper CIB-WI8A/23-10-3 Meeting 23. Karlsruhe Germany: Univ. of Karlsruhe.

4. Probabilistic Mechanics of Quasibrittle Structures

5. Scaling of strength and lifetime probability distributions of quasibrittle structures based on atomistic fracture mechanics: Fig. 1.

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