Nonlinear Analysis of Shear Performance for Joint of Steel Reinforced Concrete Beam and Angle-Steel Concrete Column

Abstract:

Based on the simulated results of joint of SRC beam and RC column (steel reinforced concrete beam and reinforced concrete column) with steel anchor, an analytical research on failure models and shear performance of three types of joints is conducted, which is composed of SRC beam and RC column, of SRC beam and column (steel reinforced concrete beam and column) and of SRC beam and ASC column (steel reinforced concrete beam and angle-steel concrete column). Then the parameters analysis for joint of SRC beam and ASC column is carried out, and the design formula of shear capacity for joint of SRC beam and ASC column is given on account of a great number of calculated and statistic results.

• Periodical: Applied Mechanics and Materials (Volumes 256-259)
• Pages: 674-679
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.256-259.674
• Online since: December 2012
• Authors: Kun Wang, Shi Yun Xu, Hui Hui Luo
• Keywords: Angle-Steel Concrete Column, Joint, Shear Performance, Steel Reinforced Concrete Beam

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