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首页> 外文期刊>Journal of bridge engineering >Use of FEA for Design of Posttensioning Anchor Head
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Use of FEA for Design of Posttensioning Anchor Head

机译:FEA在后张锚头设计中的应用

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This paper deals with the development process of a multistrand wedge anchor head mechanism. Generally, this development process involves a number of different experimental tests but, while informative and necessary, these tests cannot provide valuable information such as internal strain distributions, stress concentrations, or percentage of the anchorage yielded volume. To answer these questions, an efficient numerical finite element model has been developed and validated which includes nonlinearities such as: large strain; plasticity; and contact between interfaces. First, this paper presents a comparison between numerical and experimental results of VSL International CS 6-31 anchorage mechanism under standard loading conditions. Based on the good agreement between results, the numerical model was then used to assess the anchorage behavior under more severe loading conditions and improved mechanical characteristics. Through anchorage deflection, von Mises stresses as well as equivalent plastic strains, it is shown that the anchor areas most severely stressed are concentrated along its peripheral wedge cavities and that, while suitable for typical loadings, the VSL anchorage is not acceptable for the more severe loading conditions examined. Finally, this paper underlines the proposed numerical model usefulness with regard to the development of new post-tensioned anchorages by providing information not otherwise available.
机译:本文探讨了多股楔形锚头机构的发展过程。通常,此开发过程涉及许多不同的实验测试,但是尽管提供了信息且必不可少,但这些测试无法提供有价值的信息,例如内部应变分布,应力集中或锚固屈服体积的百分比。为了回答这些问题,已经开发并验证了一种有效的数值有限元模型,该模型包括非线性,例如:大应变;可塑性;接口之间的联系。首先,本文比较了标准载荷条件下VSL International CS 6-31锚固机构的数值和实验结果。基于结果之间的良好一致性,然后使用数值模型评估在更严酷的载荷条件和改善的机械特性下的锚固性能。通过锚固挠度,冯·米塞斯应力以及等效的塑性应变,表明应力最大的锚固区域沿其周边楔形腔集中,并且尽管适用于典型载荷,但对于较重的锚固,VSL锚固是不可接受的检查了装载条件。最后,本文通过提供其他方法无法提供的信息,强调了拟议的数值模型在开发新的后张锚固方面的有用性。

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