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Experimental study and finite element modelling of Japanese 'Nuki' joints: Part one: Initial stress states subjected to different wedge configurations

机译:日本“ Nuki”接头的实验研究和有限元建模:第一部分:承受不同楔形构型的初始应力状态

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Initial conditions introduced by different wedges in a traditional Japanese "Nuki" joint affect its stiffness and load carrying capacity significantly. Due to the complicated nature of the problem, no proper measurements have been undertaken historically, nor has there been theoretical modeling of the initial stress state in the joint. This leads to a lack of full understanding in the critical regions where high contact stresses are generated by locking wedges into various engaged positions. There is a need to undertake quantitative studies in those regions in order to make better designs and assist renovation of this type of the joint. In the work described in this paper, a series of experiments has been undertaken to investigate initial strain (and hence stress) states of the "Nuki" joint induced by the use of wedges with a typical angle but various tightnesses. A large number of strain gauges were used to obtain strain distributions in critical areas of the "Nuki" beam element. In Part 1 of the paper, 3-D nonlinear finite element models were developed to simulate the wedge insertion processes and the initial strain (stress) states. Numerical simulations were compared with the corresponding experimental results yielding reasonably good correlation. Racking resistance of the "Nuki" joint will be presented in Part 2.
机译:传统的日本“ Nuki”接头中不同楔形物引入的初始条件会显着影响其刚度和承载能力。由于问题的复杂性,历史上没有进行适当的测量,也没有对接头中初始应力状态进行理论建模。这导致在关键区域缺乏充分的了解,在这些关键区域中,通过将楔块锁定在各种接合位置而产生高接触应力。有必要在这些地区进行定量研究,以便做出更好的设计并协助此类接头的翻新。在本文描述的工作中,已经进行了一系列实验来研究“ Nuki”接头的初始应变(以及应力)状态,这些应力是由使用具有典型角度但具有不同密封性的楔形物引起的。大量的应变仪用于获得“ Nuki”梁单元关键区域的应变分布。在本文的第1部分中,开发了3-D非线性有限元模型来模拟楔入过程和初始应变(应力)状态。将数值模拟与相应的实验结果进行了比较,得出了很好的相关性。第2部分将介绍“ Nuki”关节的抗机架强度。

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