PROPOSAL OF AN ANALYTICAL MODEL TO PREDICT THE BEHAVIOR OF THE PARTIAL COMPRESSION PERPENDICULAR TO THE GRAIN OF WOOD (PART 1) : AN ANALYTICAL MODEL FOR THE PARTIAL COMPRESSION PERPENDICULAR TO THE GRAIN WITH EQUIVALENT DISPLACEMENT TO THE LOAD POINT

This paper proposes an analytical model to predict the behavior of the partial compression perpendicular to the grain with equivalent displacement to the load point of wood. The model consists of two types of springs: axial springs to represent the compressive properties perpendicular to the grain, and shear springs to account for the shear force transfer to the surrounding areas outside the loaded zone. For the full-scale specimens, the ratios of analytical to experimental results averaged 0.90–1.15 for initial stiffness and 0.88–1.10 for loads at specific displacements up to 10 mm, validating the applicability of the analytical model.

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Publication Details

Journal
Journal of Structural and Construction Engineering (Transactions of AIJ)
Published
2026-06-30
DOI
https://doi.org/10.3130/aijs.91.858
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
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article

PROPOSAL OF AN ANALYTICAL MODEL TO PREDICT THE BEHAVIOR OF THE PARTIAL COMPRESSION PERPENDICULAR TO THE GRAIN OF WOOD (PART 1) : AN ANALYTICAL MODEL FOR THE PARTIAL COMPRESSION PERPENDICULAR TO THE GRAIN WITH EQUIVALENT DISPLACEMENT TO THE LOAD POINT

Eiichi FUJINO, Sana Okamoto
Journal of Structural and Construction Engineering (Transactions of AIJ)
Asphalt Pavement Performance Evaluation
article

PROPOSAL OF AN ANALYTICAL MODEL TO PREDICT THE BEHAVIOR OF THE PARTIAL COMPRESSION PERPENDICULAR TO THE GRAIN OF WOOD (PART 1) : AN ANALYTICAL MODEL FOR THE PARTIAL COMPRESSION PERPENDICULAR TO THE GRAIN WITH EQUIVALENT DISPLACEMENT TO THE LOAD POINT

Eiichi FUJINO, Sana Okamoto
article en

Abstract

This paper proposes an analytical model to predict the behavior of the partial compression perpendicular to the grain with equivalent displacement to the load point of wood. The model consists of two types of springs: axial springs to represent the compressive properties perpendicular to the grain, and shear springs to account for the shear force transfer to the surrounding areas outside the loaded zone. For the full-scale specimens, the ratios of analytical to experimental results averaged 0.90–1.15 for initial stiffness and 0.88–1.10 for loads at specific displacements up to 10 mm, validating the applicability of the analytical model.

Journal of Structural and Construction Engineering (Transactions of AIJ)Vol. 91(845)
The Polytechnic University of Japan (JP), Tochigi Medical Center (JP)
Openalex Percentile: Top 12%
Asphalt Pavement Performance Evaluation
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