Yu Feng, Cheng Anchun, Xu Guoshi, Li Deguang. NONLINEAR FINITE ELEMENT ANALYSIS OF PVC-FRP CONFINED CONCRETE SHORT COLUMN UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 77-82. doi: 10.13204/j.gyjz201504014
Citation:
Yu Feng, Cheng Anchun, Xu Guoshi, Li Deguang. NONLINEAR FINITE ELEMENT ANALYSIS OF PVC-FRP CONFINED CONCRETE SHORT COLUMN UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION , 2015, 45(4): 77-82. doi: 10.13204/j.gyjz201504014
Yu Feng, Cheng Anchun, Xu Guoshi, Li Deguang. NONLINEAR FINITE ELEMENT ANALYSIS OF PVC-FRP CONFINED CONCRETE SHORT COLUMN UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 77-82. doi: 10.13204/j.gyjz201504014
Citation:
Yu Feng, Cheng Anchun, Xu Guoshi, Li Deguang. NONLINEAR FINITE ELEMENT ANALYSIS OF PVC-FRP CONFINED CONCRETE SHORT COLUMN UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION , 2015, 45(4): 77-82. doi: 10.13204/j.gyjz201504014
NONLINEAR FINITE ELEMENT ANALYSIS OF PVC-FRP CONFINED CONCRETE SHORT COLUMN UNDER AXIAL COMPRESSION
Abstract
Using finite element analysis software,considering the non-linear behavior of core concrete under tri-axial state and interaction between the PVC tube and the core concrete,a finite element analysis model of PVC-FRP confined concrete short column was established. The results showed that the brittleness of plain concrete was greatly improved by PVC-FRP tube,and the non-linear finite element analysis results agreed well with test results. On this basis,the variation rules of the internal forces of core concrete,PVC tube and FRP strips during loading were analyzed by using the established finite element analysis model. The influence law of concrete strength,the layers of FRP strips,the thickness of PVC tube and the width of FRP strips on the stress-strain curve of PVC-FRP confined concrete short column was also discussed.
References
Relative Articles
[1] Nie Shidong, Dai Guoxin, Xiong Gang, Zhang Weifu, Sun Xiaohua, Feng Weiqi. RELIABILITY ANALYSIS OF CAST STEEL JOINT OF CHONGQING JIANGBEI AIRPORT AND IMPLEMENTATION OF RESPONSE SURFACE METHOD [J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 104-108. doi: 10.13204/j.gyjz201212022
[2] Wu Kunming, Wang Jianguo, Tan Xiaohui. RELIABILITY ANALYSIS OF SLOPE WITH ANTI-SLIDE PILES BY DISPLACEMENT ITERATIVE FEM BASED ON STRENGTH REDUCTION METHOD [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 99-103. doi: 10.13204/j.gyjz201105022
[3] Zhang Yan, Li Zhangzheng. NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 16-20. doi: 10.13204/j.gyjz201104004
[4] Wang Xintang, Yang Xiaoming. RELIABILITY ANALYSIS OF PLANAR PRESTRESSED STEEL TRUSSES BASED UPON REFLECTION TRANSFORMATION METHOD [J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 93-95. doi: 10.13204/j.gyjz200701023
[5] Feng Ruoqiang, Wu Yue. STATIC AND DYNAMIC PERFORMANCE RESEARCH ON CABLE STRUCTURE OF POINT SUPPORTED GLAZING IN JIANGSU INFORMATION MANSION [J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 95-98. doi: 10.13204/j.gyjz200603025
[6] Chang Fangqiang, Tu Fan. RELIABILITY ANALYSIS OF REINFORCED RETAINING WALL [J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 53-55. doi: 10.13204/j.gyjz200501016
[7] Deng Jiming, Jiang Jianqun, Mao Genhai. NONLINEAR RESPONSE AND SEISMIC DESIGN OF STRUCTURES BASED ON ELASTOPLASTIC DYNAMIC ANALYSIS [J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 1-5,55. doi: 10.13204/j.gyjz200410001
[8] Zhang Junzhi, Su Xiaozu. SYSTEM RELIABILITY ANALYSIS OF UNBONDED PARTIALLY PRESTRESSED CONCRETE BEAMS [J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 36-38. doi: 10.13204/j.gyjz200401010
[9] Dong Peng, Han Wei, Dai Zhengyu. DYNAMIC RELIABILITY ANALYSIS UNDER INTERACTION OF SOIL AND STRUCTURE [J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 44-49. doi: 10.13204/j.gyjz200405014
Proportional views
Created with Highcharts 5.0.7 Amount of access Chart context menu Abstract Views, HTML Views, PDF Downloads Statistics Abstract Views HTML Views PDF Downloads 2024-04 2024-05 2024-06 2024-07 2024-08 2024-09 2024-10 2024-11 2024-12 2025-01 2025-02 2025-03 0 2 4 6 8
Created with Highcharts 5.0.7 Chart context menu Access Class Distribution FULLTEXT : 9.4 % FULLTEXT : 9.4 % META : 90.6 % META : 90.6 % FULLTEXT META
Created with Highcharts 5.0.7 Chart context menu Access Area Distribution 其他 : 11.1 % 其他 : 11.1 % 其他 : 3.7 % 其他 : 3.7 % 北京 : 11.1 % 北京 : 11.1 % 台州 : 1.9 % 台州 : 1.9 % 张家口 : 3.7 % 张家口 : 3.7 % 深圳 : 1.9 % 深圳 : 1.9 % 石家庄 : 1.9 % 石家庄 : 1.9 % 芒廷维尤 : 33.3 % 芒廷维尤 : 33.3 % 衢州 : 1.9 % 衢州 : 1.9 % 西宁 : 29.6 % 西宁 : 29.6 % 其他 其他 北京 台州 张家口 深圳 石家庄 芒廷维尤 衢州 西宁