落叶松材顺纹拉/压-横向剪切复合受力性能研究

Research on composite mechanical properties of larch under perpendicular-to-grain tension/compression and transversal shear

  • 摘要: 实际木结构中木材大多同时受到顺纹正应力与横向剪应力复合作用,掌握其复合受力性能是木结构受力分析的重要基础。研发并制作了一种用于测试木材拉/压-剪切复合受力性能的杠杆加载装置与试件,基于此开展了木材顺纹拉/压、横纹剪切以及顺纹正应力与横向剪应力复合加载试验,其中,剪切荷载由单轴试验机提供、拉/压加载由杠杆装置实现。考察了不同拉/压-剪切应力复合作用下木材试件的破坏形态、应力-应变曲线、拉/压-剪切复合强度特性,进一步考察了经典正交各向异性强度准则对落叶松材拉/压-剪切复合受力强度的表征效果,结果表明,Hill准则、Hasebe准则的适用性最好。研究结果可为木结构的精细化受力分析提供重要借鉴。

     

    Abstract: The majority of wood within the actual wooden structure experiences a combination of normal stress along the grain and transverse shear stress. A lever-loading device and specimen were developed and manufactured to assess the composite mechanical properties of wood under tension/compression and shear stress. Experiments were conducted to evaluate longitudinal tension/compression, transverse shear, longitudinal normal stress, and transverse shear stress under combined loading conditions. The uniaxial testing machine supplied the shear load, while the lever device facilitated tension/compression loading. The investigation delved into failure modes, stress-strain curves, and composite strength characteristics of wood specimens under various normal-shear combined stresses. Furthermore, the study explored the efficacy of classical orthotropic strength criteria in determining the normal-shear composite strength of wood. Results indicate that Hill criterion and Hasebe criterion exhibited superior performance.These findings serve as crucial reference for the precise stress analysis of wooden structures.

     

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