NEW DESIGN METHOD FOR STAINLESS STEEL COLD- FORMED TUBULAR COLUMNS UNDER AXIAL LOAD

Shu Ganping; Zheng Baofeng; Shen Xiaoming

doi:10.13204/j.gyjz2011205003

Volume 42 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(5): 21-28

Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, Yang Lu. RESEARCH ADVANCES IN STABILITY OF STAINLESS STEEL STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 1-11. doi: 10.13204/j.gyjz2011205001

Citation:

Shu Ganping, Zheng Baofeng, Shen Xiaoming. NEW DESIGN METHOD FOR STAINLESS STEEL COLD- FORMED TUBULAR COLUMNS UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 21-28. doi: 10.13204/j.gyjz2011205003

Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, Yang Lu. RESEARCH ADVANCES IN STABILITY OF STAINLESS STEEL STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 1-11. doi: 10.13204/j.gyjz2011205001

Citation:

PDF( 0 KB)

NEW DESIGN METHOD FOR STAINLESS STEEL COLD- FORMED TUBULAR COLUMNS UNDER AXIAL LOAD

doi: 10.13204/j.gyjz2011205003

1.
1. College of Civil Engineering,Southeast University,Nanjing 210096,China;
2.
2. Suzhou Industrial Park Design &Research Institute,Suzhou 215020,China

Received Date: 2011-10-20
Publish Date: 2012-05-20

Abstract

Abstract

Test results of the stainless steel material property indicate that: considerable difference exists among different states of the same type stainless steel and also exists among varieties of type.However this difference is not directly considered in the typical design codes existing in the world.Based on the verified FEM model,total 30 column curves are calculated that covered the range of material properties in common use.The concept of modification slenderness ratio is utilized to modify the Perry formula and the K＆R formula; at last,new design formula is obtained for calculating the buckling strength of stainless steel columns.Comparisons between the available test result and the proposed approach are conducted.The comparisons indicated that the proposed approach could fit the test results well.This approach could be used as a reference for the first version of stainless steel design code of China．
- stainless steel,
- cold-formed tubular member,
- long columns under axial load,
- design method

FullText(HTML)

References(19)

References

EC3. Eurocode 3: Design of Steel Structures-Part 1. 4: General Rules-Supplementary Rules for Stainless Steels[S]. European Committee for Standardization，ENV 1993-1-4，CEN，Brussels:2006.

[2] ASCE. Specification for the Design of Cold-Formed Stainless Steel Structural Members[S]. 2002.

[3] AS/NZS. Australian/New Zealand Standard: Cold-Formed Stainless Steel Structures[S]. Sydney:Australia，2001.

[4] 日本不锈钢结构建筑协会设计基准编制委员会. 不锈钢建筑结构设计基准[S]. 2001.

[5] Lin S H，Yen S I，Weng C C. Simplified Design Approach for Cold-Formed Stainless Steel Compression Members Subjected to Flexural Buckling[J]. Thin-Walled Structures，2005，43 (12): 1831-1851.

[6] Rasmussen K J R，Rondal J. Explicit Approach to Design of Stainless Steel Columns [J]. J Struct Eng，ASCE，1997，123 (7): 857-863.

[7] Rasmussen K J R，Rondal J. Strength Curves for Metal Columns [J]. J Struct Eng，ASCE，1997，123(6):721-728.

[8] 郑宝锋. 不锈钢冷弯薄壁型钢轴心受压和偏心受压构件理论分析和试验研究[D]. 南京:东南大学，2010.

[9] Quach W M，Teng J G.,Chung K F. The-Stage Full-Range Stress-Stain Model for Stainless Steel[J]. Journal of Structural Engineering，2008，134(9):1518-1527.

[10] GB 500172003 钢结构设计规范[S].

[11] EC3. Eurocode 3: Design of Steel Structures-Part 1. 3: General Rules-Supplementary Rules for Cold-Formed Members and Sheeting[S]. European Committee for Standardization，ENV 1993-1-3，CEN，Brussels; 2006.

[12] Liu Y，Young B. Buckling of Stainless Steel Square Hollow Section Compression Members[J]. J. Constr. Steel Res.,2003，59(2):165-177.

[13] Young B，Liu Y. Experimental Investigation of Cold-Formed Stainless Steel Columns [J]. J. Struct. Eng.,2003，129 (2): 169-176.

[14] Young B，Hartono W. Compression Test of Stainless Steel Tubular Members[J]. J. Struct. Eng.,2002，128(6):754-761.

[15] Young B，Lui W M. Behavior of Cold-Formed High Strength Stainless Steel Sections[J]. J. Struct. Eng.,2005，131(11): 1738-1745.

[16] Rasmussen K J R，Hancock G J. Design of Cold-Formed Stainless Steel Tubular Members. I: Columns [J]. J. Struct Eng，ASCE，1993，119(8):2349-2367.

[17] Gardner L，Nethercot D A. Experiments on Stainless Steel Hollow Sections-Part 1: Material and Cross-Sectional Behaviour [J]. J. Constr. Steel Res.,2004，60(9):1291-1318.

[18] Gardner L，Nethercot D A. Experiments on Stainless Steel Hollow Sections-Part 2:Members Behavior of Columns and Beams[J]. J. Constr. Steel Res.,2004，60(9):1319-1332.

Relative Articles

[1]	ZHAO Qiu, CHEN Peng, LIN Zhiping, ZHANG Junchao. A Calculation Method of Overall Stability for Flat Plate Stiffened Panels Under Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 138-146. doi: 10.3724/j.gyjzG22020911
[2]	ZHANG Tan, LIN Songtao, ZHENG Hong, CHEN Yanjiang. A Global Method for Stability Analysis of Anchored Slopes[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 157-161. doi: 10.13204/j.gyjzG22051111
[3]	SHENG Xueqing, WU Hao, DENG Yuebao. THE INFLUENCE OF DIFFERENT REINFORCEMENT METHODS ON THE STABILITY OF FILLED SLOPE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 60-65. doi: 10.13204/j.gyjz202004011
[4]	YAN Renzhang, WAN Liyuan, ZHOU Jianting, WANG Shuai. STRUCTURAL DESIGN AND STABILITY ANALYSIS OF A COMPOSITE SPACE STRUCTURE COMPOSED OF CABLE-SUPPORTED ARCH TRUSS AND SINGLE-LAYER RETICULATED SHELL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 103-110. doi: 10.13204/j.gyjz202004019
[5]	Tong Genshu. A RESTUDY ON STABILITY OF STEEL BEAMS: RECENT RESEARCHES IN CHINA AND SUGGESTIONS( Ⅳ)[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 146-151.
[6]	Tong Genshu. A RESTUDY ON STABILITY OF STEEL BEAMS(Ⅲ):COMPARISON AMONG CODES AND RELIABILITY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 162-168. doi: 10.13204/j.gyjz201403032
[7]	Wang Hui, Li Xiaoyan, Sun Qing, Xue Jianyang. EXPERIMENTAL RESEARCH ON OVERALL STABILITY BEARING CAPACITY OF HIGH STRENGTH STEEL TUBE COMPONENTS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 145-149. doi: 10.13204/j.gyjz2001411029
[8]	Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004
[9]	Shi Gang, Lin Cuocuo, Wang Yuanqing, Shi Yongjiu. EXPERIMENTAL STUDY ON LOCAL BUCKLING OF HIGH STRENGTH STEEL SQUARE BOX SECTION STUB COLUMNS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 18-25,36. doi: 10.13204/j.gyjz201201004
[10]	Ban Huiyong, Shi Gang, Shi Yongjiu, Wang Yuanqing. EFFECT OF INITIAL IMPERFECTIONS ON OVERALL BUCKLING BEHAVIOR OF HIGH STRENGTH STEEL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 37-45,50. doi: 10.13204/j.gyjz201201007
[11]	Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006
[12]	Shu Ganping, Zheng Baofeng, Shen Xiaoming. NEW DESIGN METHOD FOR STAINLESS STEEL COLD- FORMED TUBULAR COLUMNS UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 21-28. doi: 10.13204/j.gyjz2011205003
[13]	Wang Yuanqing, Gao Bo, Dai Guoxin, Shi Yongjiu. INFLUENCES OF RESIDUAL STRESS ON INELASTIC LATERAL- TORSIONAL BUCKLING OF WELDED I- BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 51-54. doi: 10.13204/j.gyjz2011205008
[14]	Song Guang, Song Erxiang, Liu Jianguo. RELATIONSHIP BETWEEN GLOBAL STABILITY AND LOCAL STABILITY ANALYSIS OF SOIL NAILING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 46-52. doi: 10.13204/j.gyjz201212011
[15]	Hu Changming, Zeng Fankui, Wang Jing, Wang Xia. INFLUENCE OF GENERALIZED INITIAL IMPERFECTIONS ON STEEL CONSTRUCTION CONNECTED WITH FASTENERS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 17-19,27. doi: 10.13204/j.gyjz201002004
[16]	Hao Jiping, Fan Jinkai, Wang Xiantie, Ta Yanyan, Wei Peng. CALCULATION INVESTIGATION OF LOCAL BUCKLING STABILITY FOR AXIALLY COMPRESSED SINGLE EQUAL LEG ANGLE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 22-24. doi: 10.13204/j.gyjz200906005
[17]	Zhou Jianfeng, Shang Renjie, Fan Yunyun, Wu Zhuanqin. STABILITY STUDY ON ADHESIVE MATERIAL OF RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 13-16. doi: 10.13204/j.gyjz200811004
[18]	Zhang Ailin, Liu Xuechun, Ge Jiaqi, Zhang Baoqin, Zhang Xiaofeng. STABILITY ANALYSIS OF SUSPEND-DOME OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 8-11,46. doi: 10.13204/j.gyjz200701003
[19]	Zhang Yang, Zhang Yaochun. IN-PLANE GLOBAL STABILITY OF SPACE LATTICE TILTED COLUMN FRAME OF TRIANGLE SECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 71-74. doi: 10.13204/j.gyjz200503025
[20]	Chen Limin, Chen Sizuo. NUMERICAL ANALYSIS AND EXPERIMENTAL STUDY ON LOCAL STABILITY OF CYLINDRICAL SHELL UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 69-72. doi: 10.13204/j.gyjz200510021