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Connection systems between composite sandwich floor panels and load-bearing walls for building rehabilitation

机译:复合材料夹心地板和承重墙之间的连接系统,用于建筑物修复

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The use of advanced composites for building rehabilitation presents several advantages when compared with traditional construction materials. When degraded building floors need to be replaced, composite sandwich panels are a potentially interesting solution, namely for buildings with load-bearing rubble masonry walls. In this paper, connection systems between composite sandwich floors and load-bearing walls are proposed, and their behaviour under vertical loading is investigated. The systems comprise steel angles anchored to the walls, serving as main supports of the sandwich panels, which are then adhesively bonded and/or bolted to the angles. These connection systems are experimentally assessed using sandwich panels made of glass-fibre reinforced polymer (GFRP) face sheets and cores of either polyurethane (PUR) foam or balsa wood, by means of flexural tests on cantilevers, which are also simulated using non-linear finite element models. The structural response of the connection systems is determined, including the rotational stiffness conferred to the floors, the strength and the failure modes. Moment-rotation relationships are obtained for the connection systems and sandwich panel types considered, which provide a wide range of rotational stiffness values, from 60 to 10,856 kNm/rad per unit width (m). These are then used to analytically estimate the short-term mid-span deflections of floors with semi-rigid connections and spans ranging between 2 m and 5 m. It is shown that some of the proposed connections allow significant floor stiffness increases compared with simply supported conditions, with reductions in total mid-span deflection of up to 65% being achieved for a span of 4 m. The results obtained for the proposed connections highlight (i) their potential benefits for fulfilling serviceability limit states and (ii) the importance of considering an adequate structural model when designing sandwich floor panels. (C) 2015 Elsevier Ltd. All rights reserved.
机译:与传统的建筑材料相比,使用先进的复合材料进行建筑修复具有多个优势。当需要更换退化的建筑地板时,复合夹芯板是一种潜在的有趣解决方案,即用于带有承重瓦砾砌体墙的建筑物。本文提出了复合材料夹心地板与承重墙之间的连接系统,并研究了它们在垂直荷载下的行为。该系统包括锚固在墙壁上的角钢,作为夹心板的主要支撑,然后将其角钢粘合和/或螺栓连接。这些连接系统使用玻璃纤维增​​强聚合物(GFRP)面板制成的夹芯板和聚氨酯(PUR)泡沫或轻木的芯进行实验评估,并通过悬臂的挠曲测试进行了模拟,还使用了非线性有限元模型。确定连接系统的结构响应,包括赋予地板的旋转刚度,强度和破坏模式。对于所考虑的连接系统和夹心板类型,获得了力矩-旋转关系,它们提供了很大的旋转刚度值范围,每单位宽度(m)为60至10,856 kNm / rad。然后将这些用于分析性估计半刚性连接和跨度在2 m至5 m之间的地板的短期中跨挠度。结果表明,与简单支撑的情况相比,某些建议的连接方式可显着提高地板刚度,并且在4 m的跨度内,总跨度挠度降低了65%。提议的连接所获得的结果凸显了(i)它们在满足可使用性极限状态方面的潜在好处,以及(ii)在设计夹心地板时要考虑适当的结构模型的重要性。 (C)2015 Elsevier Ltd.保留所有权利。

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