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Effect of random strength parameters of flange steel on bending resistance and deflections of girders with corrugated web

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The study presents results of statistical investigations into random strength parameters of steel used to manufacture flanges of plate girders with corrugated web. In the case of plate girders with corrugated webs, flanges are manufactured from flat sheet steel S235JRG2 or S355J2+N or S275. The guaranteed yield strength Remin is determined on the basis of tests conducted on steel samples. It should be lower than yield strength of flat sheets obtained as the result of testing mechanical properties. This value at the same time should be regarded as the margin of resistance of girders. The material tests were performed on samples randomly collected from 20 girders with corrugated web and flange thickness of 15 and 20 mm, which had been already examined. Coefficients of variation of yield strength VRe=D(Re)/E(Re) and partial factors of yield strength γm were selected on the basis of the conducted analysis of material tests. The obtained results were related to factors γm determined from the tests on thin flat sheets. The impact of yield strength and random cross-sectional area of flanges on bending resistance of girders with corrugated web was shown. Also the effect of the spread of the Young’s modulus values and semi-rigid connections on global displacements of tested plate girders with corrugated web was analyzed.
Rocznik
Strony
47--60
Opis fizyczny
Bibliogr. 29 poz.
Twórcy
  • Dr. Eng; Faculty of Civil Engineering, The Silesian University of Technology, Akademicka 5, 44-100 Gliwice, Poland
Bibliografia
  • [1] Basiński W. (2018). Shear buckling of plate girders with corrugated web restrained by end stiffeners. Periodica Polytechnica Civil Engineering, 62(3), 757-771. https://doi.org/10.3311/PPci.11554.
  • [2] Basiński W. (2019). Shear buckling resistance of cantilever girders with corrugated web. Architecture Civil Engineering, Environment, 12(1), 63-79. doi: 10.21307/ACEE-2019-006.
  • [3] Elgaaly M, Hamilton RW, Seshadri A. (1996) Shear strength of beams with corrugated webs. Journal Structural Engineering, 122(4), 390-398.
  • [4] Sayed-Ahmed EY. (2001) Behavior of steel and (or) composite girders with corrugated steel webs. Canadian Journal Civil Engineering, 28(4), 656-672.
  • [5] Sause R, Braxtan TN. (2011) Shear strength of trapezoidal corrugated steel webs. Journal of Constructional Steel Research, 67, 223-236.
  • [6] Hassanein M.F, Kharoob O.F. (2013) Behavior of bridge girders with corrugated webs: (II) Shear strength and design. Engineering Structures, 57, 544-553.
  • [7] Kuchta K.(2004). Nośność i sztywność blachownic o falistym środniku (Resistance and stiffness of plate girders with corrugated web). PhD thesis. Technical University of Cracow (in Polish).
  • [8] Siokola W. (1997). Wellstegträger Herstellung und Anwendung von Trägern mit profiliertem Steg (Corrugated web girders, production and use of profiled web girders). Stahlbau 66, 595-605.
  • [9] Protte W. (1993). Zur Gurtbeulung eines Trägers mit profiliertem Stegblech (Buckling of a girder with a web made of a profiled sheet). Stahlbau 62, 327-333.
  • [10] EN 10025-1:2007. Hot Rolled Products Of Structural Steels - Part 1: General Technical Delivery Conditions.
  • [11] EN 1993-1-1, 2003. Design of steel structures. Part 1-1: General rules and rules for buildings.
  • [12] EN-1990 Eurocode - Basis of structural design.
  • [13] Gwóźdź M., Woźniczka P. (2015). Badania statystyczne losowej zmienności cech wytrzymałościowych stalowych wyrobów hutniczych. (Statistical Tests of Random Variability of Strength Properties of Steel Products) Przegląd Budowlany, 6 (in Polish).
  • [14] Sowa A. (1980). Statystyki wytrzymałości stali a bezpieczeństwo konstrukcji. (Steel Strength Statistics and Construction Safety). Wydawnictwo Politechniki Krakowskiej. Budownictwo Lądowe, Zeszyt Naukowy, 7, Kraków (in Polish).
  • [15] Murzewski J. (1989). Niezawodność konstrukcji inżynierskich. (Reliability of Engineering Structures) Arkady, Warszawa (in Polish).
  • [16] Mendera Z. (1969). Zagadnienia stanów granicznych konstrukcji stalowych. (Limit States of Steel Structures) Wydawnictwo Politechniki Krakowskiej. Budownictwo Lądowe, Zeszyt Naukowy, 7, Kraków (in Polish).
  • [17] DASt-Richtlinie 015. (1990). Träger mit Schlanken Stegen, Deutsches Ausschuss für Stahlbau DASt, Köln (Beams with slim webs, German Committee for Steel Construction DASt, Cologne).
  • [18] EN 1993-1-5, 2008. Design of steel structures. Part 1-5: Plated structural elements.
  • [19] EN 1993-1-1, 2008. Design of steel structures. Part 1-1: General rules and rules for building.
  • [20] DIN 18800 Teil 2. (1990). Stahlbauten, Stabilitätsfälle, Knicken von Staben und Stabwerken, DIN 1990 (Steel structures, stability cases, buckling of bars and frameworks, DIN 1990).
  • [21] Yu D., Sause R. (2006). The Lateral Torsional Buckling Strength of Steel I - Girders with Corrugated Webs. ATLSS Reports. ATLSS Report No. 06-11. Leigh University.
  • [22] Sherif A. I. (2014). Lateral torsional buckling strength of unsymmetrical plate girders with corrugated webs. Engineering Structures 81. 123-134. http://dx.doi.org/10.1016/j.engstruct.2014.09.040
  • [23] Kowal Z. (2005). Zwichrzenie dźwigarów o falistym środniku pod obciążeniem montażowym. Sympozjum Kształtowanie konstrukcji, konstrukcje cięgnowe, konstrukcje z blach fałdowych. (Lateral buckling of corrugated web girders under assembly load. Symposium Shaping structures, tension structures, structures made of corrugated sheets). Rzeszów 2005, 177-186 (in Polish).
  • [24] Profiles of corrugated web of SIN girders. Principles of dimensioning. Cracow University of Technology. Cracow 2002 (in Polish).
  • [25] The research project N N506 072538 titled. (2013). Shaping frameworks girder on the corrugated web joined by end plates. Silesian University of Technology 2013 (in Polish).
  • [26] EN 10002-1:2001. Metallic materials - Tensile testing - Part 1: Method of test at ambient temperature.
  • [27] Basiński W., Kowal Z. (2018). Random strength parameters of steel corrugated webs and their influence on the resistance of SIN plate girders. Architecture Civil Engineering, Environment 11(3), 65-77. doi:10.21307/ACEE-2018-039.
  • [28] Collins I. D., Thomson I. D. (1962). The eigenvalue problem for structural systems with statistical properties, AIAA Journal, 7(4), 642-648.
  • [29] Basiński W. (2017). Wpływ podatności węzłów na przemieszczenia blachownic o środniku falistym. (Influence of Semi - Rigid Joints on the Displacement of Plate Girders with Corrugated Web) Inżynieria i Budownictwo 73(12), 655-660 (in Polish).
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-343bc6f6-8fb8-4d16-9cd6-0cefb3992f5f
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