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Tytuł artykułu

Stability and bearing capacity of arch-shaped corrugated shell elements: experimental and numerical study

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents problems related to the numerical modeling of profiled steel sheets used as self-supporting arch structures for roof covering. The rules of preparing and full analysis of a set of numerical models of these elements with a different level of complexity are given. The models are evaluated by comparing numerical results with the results of extended experimental tests performed by 3D Digital Image Correlation (DIC) method. For each model the comparison of numerical and experimental results has been made for samples of a single-wave trapezoidal profile with corrugated web and lower flanges subjected to compression and bending. The full-field analysis allows to determine the allowed simplification of numerical models which do not affect in significant way the reliability of the results. The proposed methodology is the first step in the development of full assessment methodology for different types of self-supporting arch structures produced by ABM technology.
Rocznik
Strony
113–--123
Opis fizyczny
Bibliogr. 21, wykr., rys., tab., fot., il.
Twórcy
  • Building Research Institute, 1 Filtrowa St., 00-611 Warsaw, Poland
autor
  • Institute of Micromechanics and Photonics, Warsaw University of Technology, 8 Św. A. Boboli St., 02-525 Warsaw, Poland
autor
  • Building Research Institute, 1 Filtrowa St., 00-611 Warsaw, Poland
  • Institute of Micromechanics and Photonics, Warsaw University of Technology, 8 Św. A. Boboli St., 02-525 Warsaw, Poland
autor
  • Building Research Institute, 1 Filtrowa St., 00-611 Warsaw, Poland
Bibliografia
  • [1] R. Walentyński, R. Cybulski, and K. Kozieł, “Numericalmodels of ABM K-span steel arch panels”, Architecture Civil Engineering Environment 4, 105-114 (2011).
  • [2] US Navy Course, Steel Builder, NAVEDTRA 14251, 2 (1996).
  • [3] EN 1991-1-1 Eurocode 1: “Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings”.
  • [4] EN 1991-1-3 Eurocode 1: “Actions on structures - Part 1-3: General actions - Snow loads”.
  • [5] EN 1991-1-4 Eurocode 1:”Actions on structures - Part 1-4: General actions - Wind action”.
  • [6] EN 1993-1-1 Eurokode 3: “Design of steel structure. General rules and rules for buildings”.
  • [7] EN 1993-1-3 Eurokode 3: “Design of steel structure. General rules - Supplementary rules for cold-formed members and sheeting”.
  • [8] PN-B-03207:2002 “Steel structures. Structures of cold formed thin gauge members and sheeting. Design and execution”.
  • [9] A. Biegus, “The static-strength analysis of arc corrugated sheets”, Steel Structures. Scientific andTechnicalSection 7, 24-28 (2003).
  • [10] EN 1993-1-5Eurokode 3, “Design of steel structures. General rules - plated structural elements”.
  • [11] R. Walentyński, M. Cybulska, and R. Cybulski, “Influence of geometrical imperfrctions on the local stability of thin - walled elements”,Steel Structures. Theory and Applications 3, 105-113 (2014).
  • [12] Li-Li Wu, Xuan-Neng Gao, Young-Jiu Shi, and Yuan-Qing Wang, “Theoretical and experimental study on interactive local buckling of arch-shaped corrungated steel roof”, Steel Structures 6, 45-54 (2006).
  • [13] A. Piekarczuk, M. Malesa, M. Kujawinska, and K. Malowany, “Application of hybrid FEM-DIC method for assessment of low cost building structures”, Experimental Mechanics 52 (9), 1297-1311 (2012).
  • [14] ISO 6892-1, “Metallic materials - Tensile testing - Part 1: Method of test at room temperature”.
  • [15] M. Sutton, J-J. Orteu, and H. Schreier, Image Correlation for Shape, Motion and Deformation Measurements. Basic Concepts, Theory and Applications, Springer, New York, 2009.
  • [16] B. Pan, “Recent progress in digital image correlation”, Experimental Mechanics 51 (7), 1223-1235 (2011).
  • [17] Y.-Q. Wang, M. A.Sutton, X.-D. Ke, and H.W. Schreier, “Error propagation in stereo vision: Part I: Theoretical developments”, Experimental Mechanics 51 (4), 405-422 (2011).
  • [18] X.-D. Ke, H.W. Schreier, M.A. Sutton, and Y.-Q. Wang, “Error propagation in stereo vision: Part II: Experimental validation”, Experimental Mechanics 51 (4), 423-441 (2011).
  • [19] T.C. Chu, W.F. Ranson, M.A. Sutton, and W.H. Peters, “Applications of digital-image-correlation techniques to experimental mechanics”, Experimental Mechanics 25 (3), 232-244 (1985).
  • [20] http://www.correlatedsolutions.com (01.10.2014).
  • [21] M. Malesa and M. Kujawińska, “Deformation measurements by digital image correlation with automatic merging of data distributed in time”, Applied Optics 52 (19), 4681-4692 (2013).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b8e2bae3-7430-40e0-afa9-bf3b357dcd44
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