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Experimental evaluation of precast, prestressed concrete, three-wythe sandwich wall panels

机译:预制,预应力混凝土,三层夹芯墙板的实验评估

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>Experimental programs were carried out to investigate the behavior of three-wythe, precast concrete sandwich wall panels. The general flexural behavior of the panels was investigated using lateral load tests of two prototype panels. Information evaluated includes load-deflection behavior, degree of composite action, flexural strength, and horizontal shear of the panels under the action of a uniform pressure over the panel span. Three-wythe panels behaved similarly to a composite panel in terms of service-load deflection, and exhibited ductile flexural behavior under lateral load. Transverse bending in the three-wythe panels at prestressing force transfer caused the test panels to crack. Several approaches to reduce the transverse bending of the three-wythe panels were introduced and verified with prestress transfer tests. Based on the experimental results, recommendations are proposed for the design of three-wythe, precast concrete sandwich wall panels. Three-wythe panels can be designed using current design codes, and a design example of a three-wythe panel is presented in the appendix.>References>1. Lee, B., and S. Pessiki. 2007. target="_blank" title="Design and Analysis of Precast Prestressed Concrete Three-Wythe Sandwich Wall Panels" href="http://dx.doi.org/10.15554/pcij.07012007.70.83 ">Design and Analysis of Precast Prestressed Concrete Three-Wythe Sandwich Wall Panels. PCI Journal, V. 52, No. 4 (July-August): pp. 70-83. >2. American Society of Civil Engineers (ASCE). 2003. target="_blank" title="Minimum Design Loads for Buildings and Other Structures. ASCE 7-02" href="http://dx.doi.org/10.1061/9780784406243 ">Minimum Design Loads for Buildings and Other Structures. ASCE 7-02. Reston, VA: ASCE. >3. American Concrete Institute (ACI) Committee 318. 2005. Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05). Farmington Hills, MI: ACI. >4. PCI. 1977. PCI Manual for Structural Design of Architectural Precast Concrete. 1st ed. Chicago, IL: PCI. >5. ACI Committee 533. 1996. Guide for Precast Concrete Wall Panels. ACI 533-R93. Farmington Hills, MI: ACI. >6. Industry Handbook Committee. 2004. PCI Design Handbook: Precast and Prestressed Concrete. 6th ed. Chicago, IL: PCI.
机译:>进行了实验程序以研究三层预制混凝土夹心墙板的性能。使用两个原型面板的横向载荷测试研究了面板的总体挠曲性能。评估的信息包括荷载-挠度行为,复合作用程度,抗弯强度以及在面板跨度上均匀压力作用下面板的水平剪切。在工作载荷挠度方面,三层板的性能与复合板相似,并且在横向载荷下表现出延展的挠曲行为。在预应力传递下,三层面板的横向弯曲导致测试面板破裂。引入了几种减少三圆板横向弯曲的方法,并通过预应力传递测试进行了验证。根据实验结果,建议了三层预制混凝土夹心墙板的设计建议。可以使用当前的设计规范来设计三层面板,附录中提供了三层面板的设计示例。 >参考文献 > 1。 Lee B.和S. Pessiki。 2007。设计和预制预应力混凝土三维三明治墙板的分析。 《 PCI Journal》,第52卷,第4期(7月至8月):第70-83页。 > 2。美国土木工程师学会(ASCE)。 2003。建筑物和建筑物的最小设计载荷其他结构。 ASCE 7-02 。弗吉尼亚州雷斯顿:ASCE。 > 3。美国混凝土学会(ACI)委员会318。2005。结构混凝土的建筑规范要求(ACI 318-05)和评注(ACI 318R-05)。密西根州法明顿希尔斯:ACI。 > 4。 PCI。 1977年。《建筑预制混凝土结构设计PCI手册》。第一版。伊利诺伊州芝加哥:PCI。 > 5。 ACI委员会533。1996年。《预制混凝土墙板指南》。 ACI 533-R93。密西根州法明顿希尔斯:ACI。 > 6。行业手册委员会。 2004年。《 PCI设计手册:预制和预应力混凝土》。第六版。伊利诺伊州芝加哥:PCI。

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