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Mechanical behavior and composite action of two-wythe precast concrete sandwich beams via chemically hybridized intermediate layer

机译:通过化学杂交中间层进行两性预制混凝土梁梁的力学行为和复合作用

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摘要

Composite action of two-wythe precast concrete sandwich beams are examined on the premise of an integrated thin intermediate layer that is suggested as a possible substitute candidate for industry-standard extruded polystyrene (XPS) in precast concrete sandwich panels (PCSP). Designable mechanical properties of a carbonfiber reinforced interfacial epoxy-polyurea matrix (C-IEPM) may be tuned via the rate of reaction between epoxide and amine of a thermosetting epoxy network, controlled by the elapsed time of reaction t(c), and its subsequent surface treatment via reaction with isocyanate and amine moieties, resulting in a thin covalently bonded IEPM layer. Thirteen concrete beams were tested under 4-point bending. A two-wythe beam with an intermediate C-IEPM layer (t(c) = 0.5 h) was compared to two-wythe beams that included the following intermediate layers: XPS, conventional carbon-fiber epoxy (CF/E), and no layer, where beams with a C-IEPM layer at lower t(c) showed substantial increase in peak strength and energy absorption: 54% and 97%; 47% and 143%; 27% and 46%, respectively. This indicates that C-IEPM that engenders a high-quality IEPM can substantially improve mechanical performance, energy absorption, and composite action. Finite element analysis of a two-wythe system with an assumed perfectly bonded C-IEPM intermediate layer (t(c) = 24) confirms that IEPM designed at t(c) = 0.5 effectuates a perfect bond between wythes and also provides tremendous resiliency and strength sustainability in accordance with load-deflection response beyond the peak load, making C-IEPM a viable candidate as an intermediate layer in pre-cast multi-wythe constructions.
机译:两个WY的复合作用在综合薄中间层的前提下检查了预制薄中间层的前提,该前提是在预制混凝土夹层面板(PCSP)中的工业标准挤出聚苯乙烯(XPS)的可能替代候选者。可以通过环氧化物和热固性环氧网络的胺之间的反应速率来调节碳纤维增强界面环氧 - 聚脲基质(C-IEPM)的可设计力学性能,由反应T(c)的经过时间和其后的经过时间控制通过与异氰酸酯和胺部分反应的表面处理,得到薄的共价键合IEPM层。在4点弯曲下测试13个混凝土梁。将具有中间C-IEPM层(T(C)= 0.5小时)的两个WY梁与包括以下中间层的两种梁进行比较:XPS,常规碳纤维环氧(CF / E),没有层,下T(c)下具有C-IEPM层的光束显示出峰值强度和能量吸收的显着增加:54%和97%; 47%和143%;分别为27%和46%。这表明C-IEPM从而高质量的IEPM可以显着提高机械性能,能量吸收和复合作用。具有假定完美粘合的C-IEPM中间层的两个WY系统的有限元分析(T(c)= 24)证实,在T(c)<= 0.5时设计的IEPM效应了Wythes之间的完美粘合,并提供了巨大的弹性和强度可持续性根据峰值负荷超出峰值负荷,使C-IEPM成为预先铸造的较多的构造中作为中间层的可行候选。

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