Development of a Laser-Based Geometric Imperfection Measurement Platform with Application to Cold-Formed Steel Construction

被引:0
|
作者
X. Zhao
M. Tootkaboni
B. W. Schafer
机构
[1] Johns Hopkins University,Civil Engineering
[2] University of Massachusetts Dartmouth,Civil and Environmental Engineering
来源
Experimental Mechanics | 2015年 / 55卷
关键词
Non-contact measurement; Geometric imperfections; Cold-formed steel member;
D O I
暂无
中图分类号
学科分类号
摘要
Geometric imperfections play an important role in the strength and behavior of thinwalled metal parts such as those commonly used in cold-formed steel construction. The objective of this paper is to detail a newly developed imperfection measurement platform, where the full-three dimensional (3D) imperfect geometry of a cold-formed steel member can be measured and reconstructed with reasonably high throughput and sufficient accuracy to explore all relevant imperfections. The measurement platform is composed of a two-dimensional laser sensor mounted on rotary and linear stages. Specimens are placed within a rotary ring and along a reference beam. The linear stage provides a means to scan the length of the specimen and the rotary stage a means to scan from any angle. Control of the custom linear and rotary stages are detailed in the paper, and corresponding control accuracies are studied. A procedure for registering the individual scans into the complete 3D model reconstruction (point cloud) is provided by specific calibration tests, from which rotation and translation quantities can be found to transform surfaces measured in local coordinates to a universal global coordinate system. A variety of different imperfection quantities, from basic dimensions and out-of-plane deviations to more advanced spectral and modalbased imperfection magnitudes may be rapidly processed from the 3D model. Accurate understanding of geometric imperfections is critical to the long-term success of analysis-based design paradigms for cold-formed steel constructions. The apparatus detailed herein will be used to provide a broad suite of imperfection information to assist in these new efforts.
引用
收藏
页码:1779 / 1790
页数:11
相关论文
共 50 条
  • [11] Measurement method of geometric imperfections of cold-formed steel C-section members
    Wang, XP
    Lam, SSE
    Chung, KF
    ISTM/2005: 6th International Symposium on Test and Measurement, Vols 1-9, Conference Proceedings, 2005, : 3318 - 3321
  • [12] Strength of Screw Connections in Cold-Formed Steel Construction
    Serrette, Reynaud
    Peyton, Dean
    JOURNAL OF STRUCTURAL ENGINEERING, 2009, 135 (08) : 951 - 958
  • [13] Geometric Imperfection Simulations in Cee-Shape Cold-Formed Steel Members Based on Newly Developed Machine-Vision Inspection Techniques
    Guan, Hanbo
    Zhao, Xi
    Du, Pengfei
    Sun, Xiaoyan
    BUILDINGS, 2023, 13 (11)
  • [14] Computational modelling of geometric imperfections and buckling strength of cold-formed steel
    Sadovsky, Z.
    Krivacek, J.
    Ivanco, V.
    Duricova, A.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2012, 78 : 1 - 7
  • [15] Design and development of a cold-formed lightweight steel beam
    Pedreschi, RF
    LIGHT-WEIGHT STEEL AND ALUMINIUM STRUCTURES, 1999, : 309 - 316
  • [16] Development of a New Cold-Formed Steel Building System
    Darcy, Greg
    Mahendran, Mahen
    ADVANCES IN STRUCTURAL ENGINEERING, 2008, 11 (06) : 661 - 677
  • [17] Selection of the initial geometrical imperfection in nonlinear FE analysis of cold-formed steel rack columns
    Bonada, J.
    Casafont, M.
    Roure, F.
    Pastor, M. M.
    THIN-WALLED STRUCTURES, 2012, 51 : 99 - 111
  • [18] Application of component method for bolted cold-formed steel joints
    Nagy, Zs.
    Stratan, A.
    Dubina, D.
    STEEL - A NEW AND TRADITIONAL MATERIAL FOR BUILDING, 2006, : 207 - +
  • [19] Study on the Application of Weathering and Cold-formed Steel in Transmission Tower
    Yang Fengli
    Han Junke
    Yang Jingbo
    Li Zheng
    2009 ASIA-PACIFIC POWER AND ENERGY ENGINEERING CONFERENCE (APPEEC), VOLS 1-7, 2009, : 2395 - 2398
  • [20] Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses
    Schafer, BW
    Pekoz, T
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1998, 47 (03) : 193 - 210