碳纤维增强聚合物剪切网格加固预制、预应力混凝土夹芯板的长期性能

IF 0.9 4区 工程技术 Q4 CONSTRUCTION & BUILDING TECHNOLOGY PCI Journal Pub Date : 2021-01-01 DOI:10.15554/pcij66.5-01
M. Nafadi, G. Lucier, Tuğçe Sevil Yaman, H. Gleich, S. Rizkalla
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引用次数: 0

摘要

■应用疲劳试验不影响面板的最终性能,对试件之间的复合作用影响最小。预制混凝土夹芯板通常用于构建高性能、节能的建筑围护结构。这些面板通常由两个由刚性泡沫绝缘材料(如膨胀聚苯乙烯(EPS)或挤压聚苯乙烯(XPS))隔开的混凝土外壳组成。面板的设计可以抵抗地面荷载以及风或地震侧向荷载,同时为结构提供有效的绝缘。它们通常高度超过45英尺(13.7米),宽度可达15英尺(4.6米)。厚度通常在2到6英寸之间。(50.8至152.4毫米),整体面板厚度可从6到超过12英寸。(304.8毫米)。两种混凝土结构通常都采用纵向预应力来控制裂缝。
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Long-term behavior of precast, prestressed concrete sandwich panels reinforced with carbon-fiber-reinforced polymer shear grid
■ The applied fatigue testing did not affect the ultimate performance of the panels and had a minimal effect on the composite action between the wythes. Precast concrete sandwich panels are typically used to construct high-performance, energy-efficient building envelopes. These panels typically consist of two concrete wythes separated by rigid foam insulation, such as expanded polystyrene (EPS) or extruded polystyrene (XPS). The panels are designed to resist floor loads as well as wind or seismic lateral loads while providing efficient insulation to the structure. They are often fabricated with heights over 45 ft (13.7 m) and widths up to 15 ft (4.6 m). Wythe thickness commonly ranges from 2 to 6 in. (50.8 to 152.4 mm), and overall panel thickness may be from 6 to over 12 in. (304.8 mm). Longitudinal prestressing is normally provided in both concrete wythes to control cracks.
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来源期刊
PCI Journal
PCI Journal 工程技术-结构与建筑技术
自引率
9.10%
发文量
15
审稿时长
>12 weeks
期刊最新文献
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