Effect of cleaned corrosion surface topography on mechanical properties of cold-formed thin-walled steel

被引:63
作者
Xu, Shanhua [1 ]
Zhang, Zongxing [1 ]
Li, Rou [1 ]
Wang, Hao [1 ]
机构
[1] Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Shaanxi, Peoples R China
基金
国家重点研发计划;
关键词
Corrosion; Cold-formed thin-walled steel; Mechanical properties; Finite element analysis; Reverse reconstruction; ULTIMATE STRENGTH; PITTING CORROSION; ALUMINUM-ALLOY; DESIGN; PLATES; BEAMS; SHAPE; CAPACITY; BEHAVIOR; DAMAGE;
D O I
10.1016/j.conbuildmat.2019.06.130
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Corrosion damages have an important effect on the safety design of cold-formed steel structures, resulting in the rapid reduction of the load carrying capacities. Therefore, an experimental study was undertaken to investigate the influence on mechanical properties of corroded cold-formed thin-walled steel with different corrosion degrees and types. The tested specimens came from cold-formed thin-walled C steel purlin with a service life for 9 years under industrial environment According to comparing the fracture morphology, stress-strain curve, mechanical property index of corroded steel with corrosion degrees and types, the constitutive model of cold-formed thin-walled steel was established. Furthermore, the reverse engineering software Geomagic Studio and finite element software ABAQUS were used to simulate the mechanical properties of monotonic tensile under the real corroded surface morphology. The results showed that the fracture mode of pitting corrosion was the flat fracture, whereas that of the overall corrosion was diversified such as the oblique fracture, circular fracture and staircase fracture. All the pitting specimens showed that the yield platform and necking segment disappeared, whereas the overall corrosion specimens occurred only when the corrosion rate reached 36.14%. When the corrosion rate reached 36%, the strength decreased at a ratio of 21% and the elongation decreased by about 70%. The numerical simulation method is feasible and to provide the technical basis for the prevention and reduction of civil engineering disaster. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 14
页数:14
相关论文
共 45 条
[1]   Strength and deformability of corroded steel plates under quasi-static tensile load [J].
Ahmmad, Md. Mobesher ;
Sumi, Y. .
JOURNAL OF MARINE SCIENCE AND TECHNOLOGY, 2010, 15 (01) :1-15
[2]   Optimum shape design of cold-formed thin-walled steel sections [J].
Al-Mosawi, S ;
Saka, MP .
ADVANCES IN ENGINEERING SOFTWARE, 2000, 31 (11) :851-862
[3]   Repair of steel composite beams with carbon fiber-reinforced polymer plates [J].
Al-Saidy, AH ;
Klaiber, FW ;
Wipf, TJ .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2004, 8 (02) :163-172
[4]  
Anderson J. C., 1998, Journal of Performance of Constructed Facilities, V12, P186, DOI [10.1061/(asce)0887-3828(1998)12:4(186), DOI 10.1061/(ASCE)0887-3828(1998)12:4(186)]
[5]  
[Anonymous], MAT CONSTRUCC
[6]  
[Anonymous], 1986, LOAD RES FACT DES SP
[7]  
[Anonymous], 2014, J MAT CIVIL ENG
[8]  
[Anonymous], 2010, GB/T 228.1-2010
[9]   European alternatives to design perforated thin-walled cold-formed beam-columns for steel storage systems [J].
Bernuzzi, Claudio ;
Maxenti, Fabrizio .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2015, 110 :121-136
[10]   Effect of Surface Roughness on Cyclic Ductility of Corroded Steel [J].
Burke, Steve ;
Bruneau, Michel .
JOURNAL OF STRUCTURAL ENGINEERING, 2016, 142 (06)