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首页> 外文期刊>Journal of Structural Engineering >Modeling of finger-joint failure in glued-laminated timber beams
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Modeling of finger-joint failure in glued-laminated timber beams

机译:胶合层压木梁指接断裂建模

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This paper presents a novel approach to the modeling of failure of finger-joints in glued-laminated beams. A nonlinear strain-softening model with stochastic material parameters was used to characterize the failure zone of the finger-joint. Monte Carlo simulations of the behavior of laminations with finger-joints and of laminated beams were performed using the finite-element method. Various lamination thicknesses and beam depths were investigated, as well as the effect of varying the ductility of the finger-joint. Finally, the use of simplified finger-joint material models was also investigated. The results show that the proposed approach can account for such phenomena as the size effect and the laminating effect. Another observation is that the finger-joint ductility has a major influence on the lamination and beam strength, and that a special case of the present modeling approach can be made to coincide with the classic weakest Link theory of Weibull. References: 22
机译:本文提出了一种新的胶合层压梁中指接失效建模的方法。采用具有随机材料参数的非线性应变软化模型对指接破坏区进行了表征。使用有限元方法对指接层压和层压梁的行为进行了蒙特卡罗模拟。研究了各种层压厚度和梁深,以及改变指接的延展性的影响。最后,还研究了简化指关节材料模型的使用。结果表明,所提方法可以解释尺寸效应和层压效应等现象。另一个观察结果是,指接延展性对层压和梁强度有重大影响,并且可以将当前建模方法的一个特例与经典的 Weibull 最弱链接理论相吻合。[参考文献: 22]

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