预应力钢-纤维混凝土空心芯板的抗剪性能

IF 0.9 4区 工程技术 Q4 CONSTRUCTION & BUILDING TECHNOLOGY PCI Journal Pub Date : 2020-01-01 DOI:10.15554/pcij62.4-02
Vasily S. Dudnik, L. Milliman, G. Parra-Montesinos
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引用次数: 9

摘要

预制、预应力混凝土空心芯板因其重量轻、经济、快速部署而被用于住宅和办公建筑。这些结构构件通常是通过挤压或滑模工艺制造的。几乎零坍落度的混凝土用于挤压空心板,而在滑模制造过程中使用稍微可行的混凝土。然而,在任何一种情况下,使用传统的抗剪钢筋是不可行的,这将构件的设计抗剪强度限制在假定由混凝土提供的强度上。
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Shear Behavior of Prestressed Steel-Fiber-Reinforced Concrete Hollow-Core Slabs
PCI Journal | July–August 2017 Precast, prestressed concrete hollow-core slabs are used in residential and office construction due to their light weight, economy, and rapid deployment. These structural members are typically manufactured through either an extrusion or a slip-form process. A nearly zero-slump concrete is used in extruded hollowcore slabs, while a slightly more workable concrete is used during a slip-form manufacturing process. In either case, however, the use of traditional shear reinforcement is not feasible, which limits the design shear strength of the member to that assumed to be provided by the concrete.
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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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