Paper on the Bending Failure Mechanism of Full-Culm Bamboo Now Published! 丸竹稈の曲げ破壊メカニズムに関する論文が公開されました！

A paper investigating the bending failure mechanism of full-culm bamboo has been published. The study theoretically demonstrates that the bending strength of bamboo culms is governed by failure in the transverse direction of the culm wall fibers.

Takuo Nagai, Keisuke Oki, Yohei Nagano and Yu Kihara: Fundamental Investigation on Bending Failure Mechanism and Bending Strength of Full-Culm Bamboo – Comparative Verification of Bending Stress Generated in Bamboo Culm Wall with Brazier Effect Theory, Numerical Analysis and Experimental Results (in Japanese)

DOI: https://doi.org/10.3130/aijjse.69B.0_119

丸竹稈の曲げ破壊メカニズムに関する論文が公開されました。丸竹稈の曲げ強度は稈壁の繊維直交方向の曲げ破壊に起因することを理論的に検証しています。

永井拓生, 沖恵輔, 長野容平, 木原湧：丸竹稈の曲げ破壊メカニズムおよび曲げ強度に関する基礎的考察　竹稈壁に生じる曲げ応力のBrazier効果理論・数値解析・実験による比較検証