Innovative hollow columns comprising corrugated plates and ultra high-strength steel tubes

被引:67
作者
Nassirnia, Mohammad [1 ]
Heidarpour, Amin [1 ]
Zhao, Xiao-Ling [1 ]
Minkkinen, Jussi [2 ]
机构
[1] Monash Univ, Dept Civil Engn, Melbourne, Vic 3800, Australia
[2] SSAB Europe Oy, Harvialantie 420, Hameenlinna 13300, Finland
基金
澳大利亚研究理事会;
关键词
Innovative hollow column; Corrugated plate; UHS tube; Compressive loading; Finite element analysis; Heat affected zone; FABRICATED SQUARE; MILD-STEEL; MECHANICAL-PROPERTIES; TRIANGULAR SECTIONS; STUB; BEHAVIOR; STRESS;
D O I
10.1016/j.tws.2015.12.020
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Latest development in material and manufacturing technologies make it possible to increase the yield strength of steel to more than 1200 MPa. These steel grades are suitable for structural and safety-related automotive components. The high-strength level gives potential for considerable weight reduction and a cost-effective way to produce energy efficient products. Following the recently introduced hollow corrugated columns, this paper presents an advanced innovative hollow corrugated column by incorporating ultra high-strength (UHS) steel tubes. The superior performance of the proposed column under compressive loading is investigated in the present work. UHS tubes used at the corners have yield stress of 1250 MPa. Three different corrugated plates are introduced and fabricated so that the effect of corrugation geometry parameters such as angle of inclination and height of corrugation get experimentally investigated. Along with experiments, an advanced finite element model is developed for predicting the behaviour of proposed columns and validated by experimental results. The geometric imperfection, material and geometric nonlinearities, and heat affected zone generated due to welding are included in the FE analysis. The results prove the high capacity and ductility of the proposed innovative columns under compression compared to, the accumulated capacity of the individual components. Finally, the proposed high-strength columns are compared with the conventional columns in terms of weight and manufacturing costs. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:14 / 25
页数:12
相关论文
共 32 条
[11]   Behaviour of stub columns utilising mild-steel plates and VHS tubes under fire [J].
Heidarpour, Amin ;
Cevro, Sanel ;
Song, Qian-Yi ;
Zhao, Xiao-Ling .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2014, 95 :220-229
[12]   Behaviour of innovative stub columns utilising mild-steel plates and stainless steel tubes at ambient and elevated temperatures [J].
Heidarpour, Amin ;
Cevro, Sanel ;
Song, Qian-Yi ;
Zhao, Xiao-Ling .
ENGINEERING STRUCTURES, 2013, 57 :416-427
[13]   Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated Plates [J].
Hosseinpour, Emad ;
Baharom, Shahrizan ;
Yadollahi, Yasser .
ADVANCES IN CIVIL ENGINEERING, 2015, 2015
[14]   Performance of innovative fabricated long hollow columns under axial compression [J].
Javidan, Fatemeh ;
Heidarpour, Amin ;
Zhao, Xiao-Ling ;
Minkkinen, Jussi .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2015, 106 :99-109
[15]   Imperfection, residual stress and yield slenderness limit of very high strength (VHS) circular steel tubes [J].
Jiao, H ;
Zhao, XL .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2003, 59 (02) :233-249
[16]  
Karren KW., 1967, P AM SOC CIVIL ENG, V93, P401
[17]   Concrete-filled VHS-to-steel fabricated section stub columns subjected to axial compression [J].
Mashiri, Fidelis R. ;
Uy, Brian ;
Tao, Zhong ;
Wang, Zhi-Bin .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2014, 95 :141-161
[18]   LOCAL AND INTERACTION BUCKLING OF POLYGONAL SECTION STEEL COLUMNS [J].
MIGITA, Y ;
AOKI, T ;
FUKUMOTO, Y .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1992, 118 (10) :2659-2676
[19]  
Miranda E., 1994, EARTHQ SPECTRA, V10, DOI [DOI 10.1193/1.1585778, 10.1193/1.1585778]
[20]   Mechanical properties of partially damaged structural steel induced by high strain rate loading at elevated temperatures - An experimental investigation [J].
Mirmomeni, Mahsa ;
Heidarpour, Amin ;
Zhao, Xiao-Ling ;
Hutchinson, Christopher R. ;
Packer, Jeffrey A. ;
Wu, Chengqing .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2015, 76 :178-188