带约束拉杆十字形钢管混凝土柱轴压基本性能研究
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摘要
由于一般形式的异形钢管混凝土柱其钢管壁对核心混凝土的约束作用远小于圆形钢管混凝土柱,为了改善异形钢管混凝土柱的受力性能,提出带约束拉杆异形钢管混凝土柱的新型组合结构形式,并对其在轴压和偏压下的基础力学性能进行试验研究和理论分析。这种结构构件形式是在异形截面(方形、矩形、L形、T形、十字形等)钢管混凝土柱中沿纵向每隔一定间距横截面上设置横向水平约束拉杆,以通过约束拉杆的拉结作用,增强钢管壁对混凝土的约束作用,从而改善异形钢管混凝土的受力性能。
本论文作为带约束拉杆的异形钢管混凝土柱系列研究的一部分,主要是针对带约束拉杆十字形钢管混凝土柱,进一步深入研究其在轴心荷载作用下的力学性能。在模型试验和非线性有限元分析的基础上,研究约束拉杆直径大小、拉杆水平间距和钢管壁厚度等因素对其承载力和延性的影响,分析带约束拉杆十字形钢管混凝土柱在轴压条件下的工作性能和破坏机理,并对带约束拉杆十字形钢管混凝土轴压短柱进行荷载-变形全过程分析,还提出了轴压过程中钢板局部屈曲的有关系分析。
As to the binding force exerted on the core concrete by the tube wall, the ordinary special-shaped steel-tube is smaller than the round steel-tube. In order to improve the force bearing quality of special-shaped steel-tube, the construction department of South China University of Technology cooperated with Guangdong Architecture Designing Academy and propose a new type of assemble configuration. They also carry out the systematic experimental research and theory analysis of the basic dynamic capacity under the axis pressure and deflecting pressure. In the new configuration, the horizontal binding pull rod is established intermittently and vertically in the the column of special-shaped steel tube section (square, rectangle, L-shaped, T-shaped, crisscross-shaped), so the drawing force of binding rod will strengthen the binding effect of the tube wall to concrete and improve the force bearing quality of the special-shaped steel tube.
As one part of the serials of research on the special-shaped steel tube with binding pulled bars, this paper mainly focuses on the concrete column of crisscross-shaped steel tube and make a further research on its dynamic capability under the load of axes. On the basis of sisteen model experiments and non-linearity limited analysis of axes press short column, the research is done to analyze how the diameter, the horizontal space between the pulled bars and the ply of the tube wall will effect bearing capacity and ductility. The crisscross-shaped steel-tube concrete rod’s working capability and breakage mechanism under the pressure of axes pressure is also studied. Drawing on the present available binding concrete construct relation model and combining with experimental data to have a mathematical analysis, we put forward an analytic formula of material construction relation model of binding crisscross-shaped concrete steel-tube, and have a whole-process analysis of loading-distortion to the crisscross-shaped concrete steel-tube with binding pulled-bars. What’s more , the simplified calculating method of axes pressure bearing force is also given. At last the paper makes an elementary study and research to the local buckling of the steel-tube with the crisscross-shaped binding pulled bar.
本论文作为带约束拉杆的异形钢管混凝土柱系列研究的一部分,主要是针对带约束拉杆十字形钢管混凝土柱,进一步深入研究其在轴心荷载作用下的力学性能。在模型试验和非线性有限元分析的基础上,研究约束拉杆直径大小、拉杆水平间距和钢管壁厚度等因素对其承载力和延性的影响,分析带约束拉杆十字形钢管混凝土柱在轴压条件下的工作性能和破坏机理,并对带约束拉杆十字形钢管混凝土轴压短柱进行荷载-变形全过程分析,还提出了轴压过程中钢板局部屈曲的有关系分析。
As to the binding force exerted on the core concrete by the tube wall, the ordinary special-shaped steel-tube is smaller than the round steel-tube. In order to improve the force bearing quality of special-shaped steel-tube, the construction department of South China University of Technology cooperated with Guangdong Architecture Designing Academy and propose a new type of assemble configuration. They also carry out the systematic experimental research and theory analysis of the basic dynamic capacity under the axis pressure and deflecting pressure. In the new configuration, the horizontal binding pull rod is established intermittently and vertically in the the column of special-shaped steel tube section (square, rectangle, L-shaped, T-shaped, crisscross-shaped), so the drawing force of binding rod will strengthen the binding effect of the tube wall to concrete and improve the force bearing quality of the special-shaped steel tube.
As one part of the serials of research on the special-shaped steel tube with binding pulled bars, this paper mainly focuses on the concrete column of crisscross-shaped steel tube and make a further research on its dynamic capability under the load of axes. On the basis of sisteen model experiments and non-linearity limited analysis of axes press short column, the research is done to analyze how the diameter, the horizontal space between the pulled bars and the ply of the tube wall will effect bearing capacity and ductility. The crisscross-shaped steel-tube concrete rod’s working capability and breakage mechanism under the pressure of axes pressure is also studied. Drawing on the present available binding concrete construct relation model and combining with experimental data to have a mathematical analysis, we put forward an analytic formula of material construction relation model of binding crisscross-shaped concrete steel-tube, and have a whole-process analysis of loading-distortion to the crisscross-shaped concrete steel-tube with binding pulled-bars. What’s more , the simplified calculating method of axes pressure bearing force is also given. At last the paper makes an elementary study and research to the local buckling of the steel-tube with the crisscross-shaped binding pulled bar.
引文
[1]蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社,2007
[2]韩林海.钢管混凝土结构-理论与实践[M].北京:科学出版社,2004
[3] CECS28:90.钢管混凝土结构设计与施工规程[S].北京:中国计划出版社
[4]张正国.方钢管混凝土柱的机理和承载力的分析[J].工业建筑,1989(11):2～7
[5]陈德明.带约束拉杆异形钢管混凝土柱力学性能的基础研究[D].华南理工大学硕士学位论文,2000
[6]蔡健,黄泰赟.钢管混凝土柱节点的运用现状和存在问题[J].建筑结构,2001(7)
[7]陈宗弼,陈星.广州新中国大厦结构设计[J].建筑结构学报,2000(3)
[8] Kitada T. Ultimate Strength and Ductility of State-of-Art on Concrete-Filled Steel Bridges Piers in Japan[J]. Engineer Structures, 1998,20(4-6):347～354
[9] C.S.Huang,Y.-K,Yeh el. Axial Load Behavior of Stiffened Concrete-Filled Steel Columns[J]. J Struct Eng, ASCE 2002,128(9):1222～1230
[10]黎志军.带约束拉杆方型钢管混凝土柱轴压和偏压性能的基础研究[D].华南理工大学硕士学位论文,2002
[11]钟善桐.钢管混凝土结构[M].清华大学出版社.
[12]韩林海.钢管混凝土结构[M].科学出版社. 2000年:1～152
[13] Zhao,X.L. and Hancock,G.J.. Tests Determine Plate Slenderness Limits for Cold-Formed Rectangular Hollow Sections of Grade[J], Steel Construction, 1991,Ausralian Institute of Steel Construction, 25(4):2-1
[14] Fardis MN, Alibe B, Tasoulas JL. Monotonic and cyclic constitutive law for concrete [J]. Journal of Engineering Mechanics, ASCE, 109(2):516-536
[15] Chen ES, Buyukozturk O. Constitutive model for concrete in cyclic compression[J]. Journal of Engineering Mechanics, ASCE, 1985, 111(6):797-814
[16] Pagnoni T, Slater J, Ameur-Moussa R, Buyukozturk O. A nonlinear three-dimensional analysis of reinforced concrete based on a bounding surface model[J]. Computers and Structures, 1992, 43(1):1-12
[17]屠永清.钢管混凝土压弯构件恢复力特性的研究[D].哈尔滨:哈尔滨建筑大学, 1994
[18]屠永清,钟善桐.混凝土本构关系的边界面模型的讨论[J].哈尔滨建筑大学学报, 1994, 27(4):41-48
[19]屠永清,钟善桐.混凝土本构关系边界面模型的改进[J].哈尔滨建筑大学学报,1995, 28(3):29-34
[20] Wright HD. Buckling of steel plates in contact with a rigid medium[J]. The Structural Engineer, 1993,71(12):209-15
[21] Wright HD. Local stability of filled and encased steel sections[J]. J Struct Eng,1995, 121(10):1382-8
[22] Timoshenko SP, Gere JM. Theory of elastic stability (2nd ed) [M]. McGraw-Hill, New York, 1961
[23]韩林海、钟善桐.钢管混凝土压扭、弯扭构件承载力相关方程[J].哈尔滨建筑工程学院学报,1994, 27(2):32-37
[24]柏拉希F.同济大学钢木教研室译.金属结构的屈曲强度[M].北京:科学出版社, 1965
[25]韩林海、徐蕾、冯九斌等.钢管混凝土耐火极限和防火设计实用方法研究[J].土木工程学报,2002, 35(6):6-13
[26]龙跃凌.带约束拉杆矩形钢管混凝土短柱受压性能的研究[D].华南理工大学博士学位论文,2007
[27]蔡健,左志亮,朱昌宏.带约束拉杆T形钢管混凝土短柱轴压性能的试验研究.土木工程学报,2010,已投稿
[28]蔡健、何振强、陈星.带约束拉杆矩形钢管混凝土短柱轴压性能的试验[J].工业建筑,2007,37(3):77
[29] Valipour HR, Foster SJ. Nonlinear static and cyclic analysis of concrete-filled steel columns. Journal of Constructional Steel Research(2009), doi:10.1016/j.jcsr.2009.12.011
[30] AIJ1997. Recommendations for design and construction of concrete filled steel tubular structures[S]. Architectural Institute of Japan (AIJ), Tokyo, Japan
[31] EC4. Design of Steel and Concrete Structures, Part1.1, General Rules and Rules for Building[S]. DD EVV1994-1-1:1996: British Standards Institute, London QIA2BS
[32] ACI318-05. Building code requirements for structural concrete and Commentary [S]. American Concrete Institute, Detroit(MI), American Concrete Institute,2005
[33] AISC-LRFD1999. Load and resistance factor design specification for structural steel tubular structures[S]. American Institute of Steel Construction (AISC), Chicago, USA
[34] ACI Committee 318(ACI 318-05),2005. Building code requirements for structural concrete and Commentary [S]. American Concrete Institute, Detroit, USA
[35] GJB4142-2000,战时军港抢修早强型组合结构技术规程[S]
[36] DBJ13-51-2003,钢管混凝土结构技术规程[S]
[37] CECS159:2004,矩形钢管混凝土结构技术规程[S]
[38] Lanhui Guo, Sumei Zhang, Wha-Jung Kim, Gianluca Ranzi, Behavior of square hollow steel tubes and steel tubes filled with concrete[J]. Thin-Walled Structures,45 (2007) 961–973
[39]何振强.带约束拉杆方形钢管混凝土短柱受压性能的研究[D].华南理工大学博士学位论文,2006
[40]左志亮,蔡健,杨春.带约束拉杆T形钢管内核心混凝土的本构关系.工程力学,2010,已投稿
[41]胡辉.带约束拉杆矩形钢管混凝土轴压短柱基本力学性能研究[D].华南理工大学,硕士学位论文,2004
[42]周炜.带约束拉杆L形钢管混凝土轴压短柱的基本性能研究[D].华南理工大学,硕士学位论文,2004
[43]于锦华.带约束拉杆的矩形钢管混凝土偏压短柱基本力学性能研究[D].华南理工大学,硕士学位论文,2004
[44]韩林海,杨有福.现代钢管混凝土结构技术[M].北京:中国建筑工业出版社,2004
[45]胡曙光,丁庆军.钢管混凝土[M].北京:人民交通出版社,2007
[46]蔡健,何振强.带约束拉杆方形钢管混凝土的本构关系[J].工程力学,2006.10,23(10):145-150
[47]陈德明,苏恒强,蔡健.带约束拉杆钢管混凝土柱受压性能的研究[J].南昌水专学报,2003.9,22(3):38-40
[48] Kenji Sakino, Hiroyuki Nakahara, Shosuke Morino. Behavior of Centrally Loaded Concrete-Filled Steel-Tube Short Columns[J]. Journal of Structural Engineering, 2004,2:180-188
[49] Russell Q. Bridge, Martin D. O’shea. Behaviour of thin-walled steel box sections with or without internal restraint[J]. Journal of Constructional Steel Reasearch,1998,47:73-91
[50] B. Uy. Local and post-local buckling of concrete filled steel welded box columns[J]. Journal of Constructional Steel Reasearch,1998,47:47-72
[51] Q.Q. Lianga, B. Uy. Theoretical study on the post-local buckling of steel plates in concrete-?lled box columns[J]. Computers and Structures,2000,75:479-490
[2]韩林海.钢管混凝土结构-理论与实践[M].北京:科学出版社,2004
[3] CECS28:90.钢管混凝土结构设计与施工规程[S].北京:中国计划出版社
[4]张正国.方钢管混凝土柱的机理和承载力的分析[J].工业建筑,1989(11):2～7
[5]陈德明.带约束拉杆异形钢管混凝土柱力学性能的基础研究[D].华南理工大学硕士学位论文,2000
[6]蔡健,黄泰赟.钢管混凝土柱节点的运用现状和存在问题[J].建筑结构,2001(7)
[7]陈宗弼,陈星.广州新中国大厦结构设计[J].建筑结构学报,2000(3)
[8] Kitada T. Ultimate Strength and Ductility of State-of-Art on Concrete-Filled Steel Bridges Piers in Japan[J]. Engineer Structures, 1998,20(4-6):347～354
[9] C.S.Huang,Y.-K,Yeh el. Axial Load Behavior of Stiffened Concrete-Filled Steel Columns[J]. J Struct Eng, ASCE 2002,128(9):1222～1230
[10]黎志军.带约束拉杆方型钢管混凝土柱轴压和偏压性能的基础研究[D].华南理工大学硕士学位论文,2002
[11]钟善桐.钢管混凝土结构[M].清华大学出版社.
[12]韩林海.钢管混凝土结构[M].科学出版社. 2000年:1～152
[13] Zhao,X.L. and Hancock,G.J.. Tests Determine Plate Slenderness Limits for Cold-Formed Rectangular Hollow Sections of Grade[J], Steel Construction, 1991,Ausralian Institute of Steel Construction, 25(4):2-1
[14] Fardis MN, Alibe B, Tasoulas JL. Monotonic and cyclic constitutive law for concrete [J]. Journal of Engineering Mechanics, ASCE, 109(2):516-536
[15] Chen ES, Buyukozturk O. Constitutive model for concrete in cyclic compression[J]. Journal of Engineering Mechanics, ASCE, 1985, 111(6):797-814
[16] Pagnoni T, Slater J, Ameur-Moussa R, Buyukozturk O. A nonlinear three-dimensional analysis of reinforced concrete based on a bounding surface model[J]. Computers and Structures, 1992, 43(1):1-12
[17]屠永清.钢管混凝土压弯构件恢复力特性的研究[D].哈尔滨:哈尔滨建筑大学, 1994
[18]屠永清,钟善桐.混凝土本构关系的边界面模型的讨论[J].哈尔滨建筑大学学报, 1994, 27(4):41-48
[19]屠永清,钟善桐.混凝土本构关系边界面模型的改进[J].哈尔滨建筑大学学报,1995, 28(3):29-34
[20] Wright HD. Buckling of steel plates in contact with a rigid medium[J]. The Structural Engineer, 1993,71(12):209-15
[21] Wright HD. Local stability of filled and encased steel sections[J]. J Struct Eng,1995, 121(10):1382-8
[22] Timoshenko SP, Gere JM. Theory of elastic stability (2nd ed) [M]. McGraw-Hill, New York, 1961
[23]韩林海、钟善桐.钢管混凝土压扭、弯扭构件承载力相关方程[J].哈尔滨建筑工程学院学报,1994, 27(2):32-37
[24]柏拉希F.同济大学钢木教研室译.金属结构的屈曲强度[M].北京:科学出版社, 1965
[25]韩林海、徐蕾、冯九斌等.钢管混凝土耐火极限和防火设计实用方法研究[J].土木工程学报,2002, 35(6):6-13
[26]龙跃凌.带约束拉杆矩形钢管混凝土短柱受压性能的研究[D].华南理工大学博士学位论文,2007
[27]蔡健,左志亮,朱昌宏.带约束拉杆T形钢管混凝土短柱轴压性能的试验研究.土木工程学报,2010,已投稿
[28]蔡健、何振强、陈星.带约束拉杆矩形钢管混凝土短柱轴压性能的试验[J].工业建筑,2007,37(3):77
[29] Valipour HR, Foster SJ. Nonlinear static and cyclic analysis of concrete-filled steel columns. Journal of Constructional Steel Research(2009), doi:10.1016/j.jcsr.2009.12.011
[30] AIJ1997. Recommendations for design and construction of concrete filled steel tubular structures[S]. Architectural Institute of Japan (AIJ), Tokyo, Japan
[31] EC4. Design of Steel and Concrete Structures, Part1.1, General Rules and Rules for Building[S]. DD EVV1994-1-1:1996: British Standards Institute, London QIA2BS
[32] ACI318-05. Building code requirements for structural concrete and Commentary [S]. American Concrete Institute, Detroit(MI), American Concrete Institute,2005
[33] AISC-LRFD1999. Load and resistance factor design specification for structural steel tubular structures[S]. American Institute of Steel Construction (AISC), Chicago, USA
[34] ACI Committee 318(ACI 318-05),2005. Building code requirements for structural concrete and Commentary [S]. American Concrete Institute, Detroit, USA
[35] GJB4142-2000,战时军港抢修早强型组合结构技术规程[S]
[36] DBJ13-51-2003,钢管混凝土结构技术规程[S]
[37] CECS159:2004,矩形钢管混凝土结构技术规程[S]
[38] Lanhui Guo, Sumei Zhang, Wha-Jung Kim, Gianluca Ranzi, Behavior of square hollow steel tubes and steel tubes filled with concrete[J]. Thin-Walled Structures,45 (2007) 961–973
[39]何振强.带约束拉杆方形钢管混凝土短柱受压性能的研究[D].华南理工大学博士学位论文,2006
[40]左志亮,蔡健,杨春.带约束拉杆T形钢管内核心混凝土的本构关系.工程力学,2010,已投稿
[41]胡辉.带约束拉杆矩形钢管混凝土轴压短柱基本力学性能研究[D].华南理工大学,硕士学位论文,2004
[42]周炜.带约束拉杆L形钢管混凝土轴压短柱的基本性能研究[D].华南理工大学,硕士学位论文,2004
[43]于锦华.带约束拉杆的矩形钢管混凝土偏压短柱基本力学性能研究[D].华南理工大学,硕士学位论文,2004
[44]韩林海,杨有福.现代钢管混凝土结构技术[M].北京:中国建筑工业出版社,2004
[45]胡曙光,丁庆军.钢管混凝土[M].北京:人民交通出版社,2007
[46]蔡健,何振强.带约束拉杆方形钢管混凝土的本构关系[J].工程力学,2006.10,23(10):145-150
[47]陈德明,苏恒强,蔡健.带约束拉杆钢管混凝土柱受压性能的研究[J].南昌水专学报,2003.9,22(3):38-40
[48] Kenji Sakino, Hiroyuki Nakahara, Shosuke Morino. Behavior of Centrally Loaded Concrete-Filled Steel-Tube Short Columns[J]. Journal of Structural Engineering, 2004,2:180-188
[49] Russell Q. Bridge, Martin D. O’shea. Behaviour of thin-walled steel box sections with or without internal restraint[J]. Journal of Constructional Steel Reasearch,1998,47:73-91
[50] B. Uy. Local and post-local buckling of concrete filled steel welded box columns[J]. Journal of Constructional Steel Reasearch,1998,47:47-72
[51] Q.Q. Lianga, B. Uy. Theoretical study on the post-local buckling of steel plates in concrete-?lled box columns[J]. Computers and Structures,2000,75:479-490