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A parametric study into the new design of a steel energy-absorbing connection

机译:钢吸能连接件新设计的参数研究

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Several studies have investigated the ways of increasing the ductility of braced frames. A full ring comprised of steel half-ring plates as a novel energy-absorbing connection is among the ways that have been proposed to increase ductility. Experimental tests conducted in Semnan University have shown that besides high energy dissipation and high ductility, this element enjoys diversity in construction, ease of installment and replacement. Therefore, it can provide an appropriate substitute for damper rings. Low strength is the main shortcoming of this element which can be compensated by welding. But as the slit is welded, this contradicts the ductility of the rings. Based on finite element (FE), this study proposes an innovative improved model of half-ring connections through employing two supplementary steel plates so that welding is no longer required at the slit of the half-rings and strength would increase as a result. First, a nonlinear FE model for ring and two half-rings were proposed and then they were verified through experimental tests. Then, using this model, an improved FE model was proposed and nonlinear cyclic analyses were undertaken on it and on previous models in order to compare its global response and yielding performance with those of ring and half-ring models. In the next step, a set of parametric studies was performed in which the result of thickness and overlap variation on the hysteresis behavior of the new model was investigated. The results conveyed that using supplementary plates increased strength and energy dissipation in the new model compared to ring and half-ring models. These plates with a length of overlap improve ductility and their connection zone with half-ring plates is placed in an elastic zone. Parametric studies showed that variation in the thickness and overlap of supplementary plates greatly influenced the strength, ductility and the yielding effect of the half-rings. As the thickness and overlap increase, strength also increases, but this increase is limited to a certain level of strength. Thus, there is a significant relationship between the variation in thickness as well as the overlap length with the yielding effect in the connection zone of the supplementary plates with the half-ring, and some values are not recommended to be employed in thickness and overlap. (C) 2017 Elsevier Ltd. All rights reserved.
机译:一些研究已经研究了增加支撑框架延展性的方法。已经提出了一种增加钢延展性的方法,其中包括一个由钢制半环板构成的完整环,作为一种新颖的能量吸收连接。在Semnan大学进行的实验测试表明,该元件除具有高能耗和高延展性外,还具有结构多样,易于安装和更换的特点。因此,它可以提供阻尼环的适当替代品。低强度是该元件的主要缺点,可以通过焊接来弥补。但是当缝隙被焊接时,这与环的延展性相矛盾。基于有限元(FE),本研究提出了一种创新的改进的半环连接模型,该模型通过使用两个辅助钢板来实现,因此不再需要在半环的缝隙处进行焊接,结果会提高强度。首先,提出了环和两个半环的非线性有限元模型,然后通过实验测试对其进行了验证。然后,使用该模型,提出了一种改进的有限元模型,并对其和以前的模型进行了非线性循环分析,以便将其整体响应和屈服性能与环和半环模型进行比较。在下一步中,进行了一组参数研究,其中研究了厚度和重叠变化对新模型的滞后行为的结果。结果表明,与环形和半环形模型相比,在新模型中使用辅助板增加了强度和能量耗散。这些具有一定长度重叠的板提高了延展性,并且它们与半环板的连接区域位于弹性区域中。参数研究表明,附加板厚度和重叠的变化极大地影响了半环的强度,延展性和屈服效果。随着厚度和重叠度的增加,强度也会增加,但是这种增加仅限于一定程度的强度。因此,在厚度的变化以及重叠长度与半环的辅助板的连接区域中的屈服效果之间存在显着的关系,并且不建议在厚度和重叠中采用一些值。 (C)2017 Elsevier Ltd.保留所有权利。

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