STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS

Xue Jianyang; Lin Jianpeng; Ma Hui; Chen Zongping; Cui Weiguang

doi:10.13204/j.gyjz201308024

Volume 43 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(8): 109-113

Xue Jianyang, Lin Jianpeng, Ma Hui, Chen Zongping, Cui Weiguang. STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 109-113. doi: 10.13204/j.gyjz201308024

Citation:

Xue Jianyang, Lin Jianpeng, Ma Hui, Chen Zongping, Cui Weiguang. STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 109-113. doi: 10.13204/j.gyjz201308024

Citation:

Xue Jianyang, Lin Jianpeng, Ma Hui, Chen Zongping, Cui Weiguang. STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 109-113. doi: 10.13204/j.gyjz201308024

PDF( 0 KB)

STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS

doi: 10.13204/j.gyjz201308024

1.
1. College of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China;
2.
2. College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China

Received Date: 2013-01-30
Publish Date: 2013-08-20

Abstract

Abstract

Based on the tests of 9 steel reinforced recycled concrete eccentric compression columns with different recycled coarse aggregate replacement percentages and relative eccentricity under eccentric compression, the failure feature and change rule of lateral deflection of eccentric compression columns were investigated.The test results show that the stiffness of steel reinforced recycled concrete eccentric compression columns varies under different stages and has influences on the deformation feature of eccentric compression columns.The maximum deflection of steel reinforced recycled concrete eccentric compression columns increases with the increase of recycled coarse aggregate replacement percentages and relative eccentricity.Based on the test results and the simplified mechanical model of eccentric compression columns, the calculation formula of lateral deflection was derived and the calculation formula of stiffness of eccentric compression columns was also proposed.It is shown that the maximum lateral deflection calculated by the proposed formulas is in good agreement with the test value and can satisfy the calculated requirements.
- steel reinforced recycled aggregate concrete,
- aggregate replacement rate,
- eccentric compression columns,
- stiffness,
- deformation

FullText(HTML)

References(11)

References

[2] 崔卫光.型钢再生混凝土组合柱正截面受力性能试验研究[D].西安:西安建筑科技大学,2011.

肖建庄.再生混凝土[M].北京:中国建筑工业出版社,2007.

[3] 孙跃东.再生混凝土框架抗震性能研究[D].上海:同济大学,2007.

[4] Rao M C, BhattachaRyya S K, BaRai S V. BehaviouR of Recycled?AggRegate ConcRete UndeR DRop Weight Impact Load [J].ConstRuction and Building MateRials,2011,25(1):69－80.

[5] ValeRia CoRinaldesi, Viviana LetelieR, Giacomo MoRiconi.?BehaviouR of Beam-Column Joints Made of Recycled-AggRegate?ConcRete UndeR Cyclic Loading[J].ConstRuction and Building?MateRials,2011,25(4):1877－1882.

[6] Xiao Jianzhuang, FalkneR H. Bond BehaviouR Between Recycled?AggRegate ConcRete and Steel RebaRs [J].ConstRuction and?Building MateRials,2007,21(2):395－401.

[7] Casuccio M, ToRRijos M C, Giaccio G, et al. FailuRe Mechanism?of Recycled AggRegate ConcRete [J].ConstRuction and Building?MateRials,2008,22(7):1500－1506.

[8] 尹海鹏.再生混凝土框架－剪力墙抗震性能试验及理论研究[D].北京:北京工业大学,2010.

[9] 余晓峰.再生混凝土损伤本构与不同取代率密肋复合墙抗震性能研究[D].西安:西安建筑科技大学,2009.

[10] 杨佳新,吴瑾,叶强.再生混凝土梁挠度计算方法研究[J].工程力学,2011,28(2):147－151.

[11] 王彦宏.型钢混凝土偏压柱粘结滑移性能及其应用研究[D].西安:西安建筑科技大学,2004.

Relative Articles

[1]	Fu Qiang, Luo Lina, Jin Lingzhi, Cao Xia. EXPERIMENTAL RESEARCH ON STIFFNESS OF HIGH-STRENGTH REINFORCED REACTIVE POWDER CONCRETE SIMPLE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 78-83.
[2]	Chen Zongping, Zheng Wei, Zhou Chunheng, Xue Jianyang. TEST OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE AXIAL COMPRESSION SHORT COLUMNS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 32-38. doi: 10.13204/j.gyjz2001411006
[3]	Chen Zongping, Ye Peihuan, Xue Jianyang, Zhou Chunheng. MECHANICAL PROPERTIES OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE ECCENTRIC COMPRESSION COLUMN AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 39-44. doi: 10.13204/j.gyjz2001411007
[4]	Chen Zongping, Liang Ying, Xue Jianyang, Li Yi. DEFORMATION PERFORMANCE AND CALCULATION OF FLEXURAL RIGIDITY OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 58-63. doi: 10.13204/j.gyjz2001411010
[5]	Xue Jianyang, Meng Gang, Liu Zuqiang, Chen Zhuo, Chen Zongping. FINITE-ELEMENT ANALYSIS OF MECHANICAL BEHAVIORS OF NORMAL CROSS-SECTION OF STEEL RECYCLED AGGREGATE CONCRETE COMPOSITE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 23-29. doi: 10.13204/j.gyjz201309004
[6]	Xue Jianyang, Zhang Jie, Ma Hui, Ren Rui, Wang Cheng. NON-LINEAR NUMERICAL SIMULATION ANALYSIS OF STEEL RECYCLED AGGREGATE CONCRETE COLUMN UNDER LOW-CYCLIC REVERSED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 40-45. doi: 10.13204/j.gyjz201309007
[7]	Xue Jianyang, Wang Yuncheng, Ma Hui, Liu Jinlu, Ao Xiang. EXPERIMENTAL STUDY ON LATERAL BEARING CAPACITY AND AXIAL COMPRESSION RATIO LIMIT VALUES OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 30-34,45. doi: 10.13204/j.gyjz201309005
[8]	Du Yongfeng, Wu Zhongtie, Fan Pingping. ANALYSIS OF STRESS AND DEFORMATION OF LAMINATED RUBBER BEARING CONNECTED WITH THE RC COLUMNS UNDER EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 39-42,132. doi: 10.13204/j.gyjz201203007
[9]	Zhang Jian, Diao Bo, Xi Jie. RESEARCH ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE COLUMNS AFTER THE ACTION OF SUSTAINED LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 38-41. doi: 10.13204/j.gyjz201210010
[10]	Xiong Xueyu, Huang Weiyi, Gao Feng. EXPERIMENTAL STUDY ON SHORT-TERM STIFFNESS OF PRESTRESSED STEEL REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 30-33,11. doi: 10.13204/j.gyjz201112007
[11]	Yang Yongxin, Wang Jiangen, Wang Quanfeng. EXPERIMENTAL RESEARCH ON DEFORMATION OF REINFORCED CONCRETE BEAM WITH HRBF500 STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 62-65. doi: 10.13204/j.gyjz201107014
[12]	Wang Siwei, Gao Danying, Liu Handong. STUDY ON STRENGTH AND DEFORMATION OF PLASTIC CONCRETE UNDER CYCLIC LOADING AND UNLOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 92-95. doi: 10.13204/j.gyjz200905020
[13]	Hou Jingpeng, Yuan Yong. ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 97-100. doi: 10.13204/j.gyjz200901021
[14]	Gao Danying, Yang Wentao, Xie Xiaopeng. DEFORMATIONS OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE SLABS SUBJECTED TO PUNCHING SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 76-80. doi: 10.13204/j.gyjz200801019
[15]	Pan Yudi. THE EXPERIMENTAL RESEARCH ON THE STIFFNESS OF PRESTRESSED CONCRETE BEAMS UNDER LONG-TERM VARIABLE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 50-53. doi: 10.13204/j.gyjz200805011
[16]	Yang Yong, Zhuang Yun, Guo Zixiong, Nie Jianguo. COMPARISONS ANALYSIS OF MAJOR DESIGN SPECIFICATIONS ON CALCULATING LOAD-BEARING CAPACITY OF STEEL REINFORCED CONCRETE (SRC) COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 82-87. doi: 10.13204/j.gyjz200705021
[17]	Li Guangxing, Cai Jian, Wang Lin, Huang Yansheng. STUDY ON RIGIDITY OF TRANSVERSE TORSION MEMBER OF REINFORCED CONCRETE FLAT PLATE_SPECIAL_SHAPED COLUMN CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 33-37. doi: 10.13204/j.gyjz200703010
[18]	Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
[19]	Yu Yi, Qu Chen, Jin Weiliang. EXPERIMENTAL STUDY ON CENTRIFUGAL CONCRETE-FILLED STEEL TUBES UNDER BENDING AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 62-64. doi: 10.13204/j.gyjz200501019
[20]	Ma Xinbo, Zhang Sumei. INTRODUCTION AND COMPARISON OF CALCULATION METHODS OF THE STIFFNESS OF CONCRETE-FILLED CIRCULAR STEEL TUBES IN DIFFERENT CODES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 75-78. doi: 10.13204/j.gyjz200402022