“无木不裂”与中国传统木建筑的损伤容限智慧

“WOOD INVARIABLY CRACKS”:THE WISDOM OF DAMAGE TOLERANCE IN TRADITIONAL CHINESE WOODEN ARCHITECTURES

  • 摘要: 古代匠人凭借非凡智慧,创造出了历经千年而不倒的木构奇迹。这些布满裂纹的古建筑所蕴含的结构理念,竟与现代工程中“损伤容限”的设计理念高度契合。实验表明,裂纹与孔洞对木梁承载力的影响常呈“反直觉”特征:裂纹损伤对木梁承载力的影响存在“安全阈值”与“开关效应”现象;孔洞损伤不仅会导致“应力集中”现象,还会产生“应力均化”效果。木材在构件层面的损伤容限能力,与榫卯柔性连接、梁架超静定冗余设计相融合,可构建出一个能够实现多途径传力的有机整体。本文阐释这一跨越时空的东方智慧,旨在启示现代结构设计。

     

    Abstract: Ancient craftsmen, with extraordinary wisdom, created miraculous wooden structures that have lasted for thousands of years without collapsing. The structural concepts contained in these cracked ancient buildings are highly compatible with the “damage tolerance” design concept proposed in modern engineering. Experiments on wooden beams have shown that the effects of cracks and holes on the load-bearing capacity of timber beams often exhibit “counterintuitive” characteristics: the impact of crack damage on the load-bearing capacity exhibits “safety threshold” and “switching effect” phenomena; Hole damage not only leads to the phenomenon of “stress concentration”, but may also have the effect of “stress homogenization”. The damage tolerance capacity of wood at the component level, combined with flexible mortise and tenon connections and redundant design of beam frames, can construct an integrated entity that can tolerate damage and achieve multi-channel force transmission. This paper explains the Eastern wisdom that transcends time and space, aiming to provide inspiration for modern structural design.

     

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