铸钢柱脚的性能研究
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摘要
近年来,钢结构房屋在我国得到了很大的发展。而采用方管截面的钢柱由于造型美观、受力合理,在应用方面具有很大的发展潜力。生产规模的逐步增大要求构件尽可能的做到标准化。为了对钢柱脚标准化设计提供资料以及设计建议,本文针对方管截面钢柱柱脚,建立起相应的力学计算模型,首先对受力性能进行理论分析,并在此基础上进一步利用ANSYS有限元程序建立相应的有限元模型进行分析计算,得出在选择不同锚栓和底板厚度时铸钢柱脚的破坏形式,在此基础上对标准化柱脚设计提出了建议性方案,便于工程设计参考。
With the development of the steel structure, Steel structure building is widely used and the fabrication of steel structure members is increasingly standardized as it can. However, the behavior of standardized column base was not systemically studied domestically. In this study, Firstly, the model of force-deformation was erected theoretically. Then the corresponding FEA model was established. While anchor diameter and base-plate thickness was changed, steel column base have various failure patterns. According to the result, the plan of standardizational column base was proposed for design reference.
With the development of the steel structure, Steel structure building is widely used and the fabrication of steel structure members is increasingly standardized as it can. However, the behavior of standardized column base was not systemically studied domestically. In this study, Firstly, the model of force-deformation was erected theoretically. Then the corresponding FEA model was established. While anchor diameter and base-plate thickness was changed, steel column base have various failure patterns. According to the result, the plan of standardizational column base was proposed for design reference.
引文
1.陈绍蕃:《结构设计原理》(第二版).科学出版社,北京,1999
2. Salmon, C. G.., Shenken, L., and Johnston, B. G..:Moment-Rotation Characteristics of Column Anchorages, Transactions, ASCE, Vol. 122, 1957, PP 132-154.
3. Beaulieu, D., Samson, G., and Picard, A.:A Study of The Stabilizing Action of A Simple Column Base Connection, Proc. of The Third International Colloquiums on Stability of Metal Structures, Joronto, Oct., 1983,PR 21-36
4. Picard, A., and Beaulieu, D.:Rotational Restraint of A Simple Column Base Connection, Can. J. Civ. Eng., 14(1), 1987,pp.49-57
5. Hon, K. K, and Melchers, R. E.:Behaviour of 'pinned' Steel Column Base-Plates, Proc. 10th Aust. Cont. Mech. Structs. Mat., Adelaide, 1986, pp.147～152
6. Hon, K. K, and Melchers, R. E.:Moment-Rotation Curves for 'pinned' Column bases, The Structural Engineer, 65B(3), 1987, pp54～59
7. Hon, K. K, and Melchers, R. E. :Experimental Behavior of Steel Column Bases, J. Construct Steel Research, 9 (1988), pp.35～50
8.童根树等,钢柱脚锚栓的设计方法,建筑钢结构进展,2005年1月,23-27
9.李德滋,“钢柱柱脚锚栓的应力分析与设计”《工业建筑》 1983(10),pp.30～36
10.中华人民共和国国家标准,钢结构设计规范(GB50017-2003)
11. S. Timoshenko and S. Woinowsky—Kviegen : 《Theory of Plates and Shells》, 1959, 2nd.Megraw——Hill.
12.杨耀乾:《平板理论》.1980铁道出版社,北京.
13.吴家龙:《弹性力学》.1993年9月,同济大学出版社,上海.
14. Reissener, E.: The Effect of Transverse Shear Deformation on The Bending of Elastic Plates, Journal of Applied Mechanics, Vol. 12, 1945, pp. A69～A77.
15. Craig, R. J.:Finite Difference Solutions of Reissue's Plate Equations, J. of Eng. Mech.,113(1),1987,pp31～48.
16.钟光珞 赵冬:《有限单元法及程序设计》.西安,陕西科学技术出版社,1997
17.张汝清,詹先义:《非线性有限元分析》,重庆大学出版社,重庆 1990
18.王焕定,吴德伦:《有限单元法及计算程序》,中国建筑工业出版社,北京,1997.
19.王勖成,邵敏:《有限单元法基本原理及数值方法》,清华大学出版社,北京,1997.
20.中华人民共和国国家标准,混凝土钢结构设计规范(GB50010-2002)
21.加藤勉等,露出型固定柱脚—日立工法设计,日立金属株式会社,1986年9月
22.米旭峰,铸钢柱脚的性能研究,西安建筑科技大学硕士研究生毕业论文,2003
23.戴贤阳,厂房钢结构露出型柱脚性能研究,西安建筑科技大学硕士研究生毕业论文,1990
24.金涛,钢柱脚的抗滑移性能及转动约束作用,西安建筑科技大学硕士研究生毕业论文,1993
25.于安林,永毓栋,郭在田,戴贤阳,露出型钢柱脚抗剪性能的研究,工业建筑,第五期,1992年5月,23-27
26.ANSYS 8.0 Documation
27.张胜民:《基于有限元软件ANSYS 7.0的结构分析》.清华大学出版社,北京,2004
28.ANSYS非线性分析指南,ANSYS 中国,2000.1
29.ANSYS建模与分网指南,ANSYS 中国,2000.1
30.ANSYS高级技术分析指南,ANSYS 中国,2000.1
2. Salmon, C. G.., Shenken, L., and Johnston, B. G..:Moment-Rotation Characteristics of Column Anchorages, Transactions, ASCE, Vol. 122, 1957, PP 132-154.
3. Beaulieu, D., Samson, G., and Picard, A.:A Study of The Stabilizing Action of A Simple Column Base Connection, Proc. of The Third International Colloquiums on Stability of Metal Structures, Joronto, Oct., 1983,PR 21-36
4. Picard, A., and Beaulieu, D.:Rotational Restraint of A Simple Column Base Connection, Can. J. Civ. Eng., 14(1), 1987,pp.49-57
5. Hon, K. K, and Melchers, R. E.:Behaviour of 'pinned' Steel Column Base-Plates, Proc. 10th Aust. Cont. Mech. Structs. Mat., Adelaide, 1986, pp.147～152
6. Hon, K. K, and Melchers, R. E.:Moment-Rotation Curves for 'pinned' Column bases, The Structural Engineer, 65B(3), 1987, pp54～59
7. Hon, K. K, and Melchers, R. E. :Experimental Behavior of Steel Column Bases, J. Construct Steel Research, 9 (1988), pp.35～50
8.童根树等,钢柱脚锚栓的设计方法,建筑钢结构进展,2005年1月,23-27
9.李德滋,“钢柱柱脚锚栓的应力分析与设计”《工业建筑》 1983(10),pp.30～36
10.中华人民共和国国家标准,钢结构设计规范(GB50017-2003)
11. S. Timoshenko and S. Woinowsky—Kviegen : 《Theory of Plates and Shells》, 1959, 2nd.Megraw——Hill.
12.杨耀乾:《平板理论》.1980铁道出版社,北京.
13.吴家龙:《弹性力学》.1993年9月,同济大学出版社,上海.
14. Reissener, E.: The Effect of Transverse Shear Deformation on The Bending of Elastic Plates, Journal of Applied Mechanics, Vol. 12, 1945, pp. A69～A77.
15. Craig, R. J.:Finite Difference Solutions of Reissue's Plate Equations, J. of Eng. Mech.,113(1),1987,pp31～48.
16.钟光珞 赵冬:《有限单元法及程序设计》.西安,陕西科学技术出版社,1997
17.张汝清,詹先义:《非线性有限元分析》,重庆大学出版社,重庆 1990
18.王焕定,吴德伦:《有限单元法及计算程序》,中国建筑工业出版社,北京,1997.
19.王勖成,邵敏:《有限单元法基本原理及数值方法》,清华大学出版社,北京,1997.
20.中华人民共和国国家标准,混凝土钢结构设计规范(GB50010-2002)
21.加藤勉等,露出型固定柱脚—日立工法设计,日立金属株式会社,1986年9月
22.米旭峰,铸钢柱脚的性能研究,西安建筑科技大学硕士研究生毕业论文,2003
23.戴贤阳,厂房钢结构露出型柱脚性能研究,西安建筑科技大学硕士研究生毕业论文,1990
24.金涛,钢柱脚的抗滑移性能及转动约束作用,西安建筑科技大学硕士研究生毕业论文,1993
25.于安林,永毓栋,郭在田,戴贤阳,露出型钢柱脚抗剪性能的研究,工业建筑,第五期,1992年5月,23-27
26.ANSYS 8.0 Documation
27.张胜民:《基于有限元软件ANSYS 7.0的结构分析》.清华大学出版社,北京,2004
28.ANSYS非线性分析指南,ANSYS 中国,2000.1
29.ANSYS建模与分网指南,ANSYS 中国,2000.1
30.ANSYS高级技术分析指南,ANSYS 中国,2000.1