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Three-dimensional meso-scale finite element modeling of bonded joints between a near-surface mounted FRP strip and concrete

机译:近表面FRP条与混凝土之间粘结缝的三维中尺度有限元建模

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This paper presents a three-dimensional (3-D) meso-scale finite element (FE) model for near-surface mounted (NSM) FRP strip-to-concrete bonded joints established using the general-purpose FE software package MSC.MARC. In the FE model, elements of the order of 1 mm in size are employed. The concrete is simulated using the orthogonal fixed smeared crack model while the FRP and the adhesive are treated as linear brittle-cracking materials. The FE model is calibrated and verified using results of well-documented bonded joint tests. Using the verified FE model, the failure process of NSM FRP strip-to-concrete bonded joints is carefully studied; furthermore, the local bond stress distributions and the bond-slip relationships are extracted and analyzed. This 3-D meso-scale FE model offers a powerful tool for deployment in further investigations to establish bond-slip models and bond strength models for NSM FRP strip-to-concrete bonded interfaces. While the present study is focused on NSM FRP strips, the proposed modeling approach is generally applicable to NSM FRP bars of other cross-sectional shapes.
机译:本文介绍了使用通用有限元软件包MSC.MARC建立的近表面安装(NSM)FRP条至混凝土粘结节点的三维(3-D)中尺度有限元(FE)模型。在有限元模型中,使用的元素大小约为1毫米。使用正交固定抹平裂纹模型模拟混凝土,而将FRP和胶粘剂视为线性脆性裂纹材料。有限元模型已通过有据可查的粘结接头测试结果进行了校准和验证。使用验证的有限元模型,仔细研究了NSM FRP条形混凝土粘结节点的破坏过程;此外,提取并分析了局部粘结应力分布和粘结-滑动关系。这种3-D中尺度有限元模型提供了一个强大的工具,可用于进一步的研究,以建立NSM FRP条至混凝土粘结界面的粘结滑移模型和粘结强度模型。虽然当前的研究集中在NSM FRP条上,但所提出的建模方法通常适用于其他横截面形状的NSM FRP条。

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