This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
EN 1993-1-5. 2008. Design of steel structures. Part 1-5: Plated structural elements.EN 1993-1-5. 2008. .Search in Google Scholar
Driver RG, Abbas HH, Sause R. (2006). Shear behavior of corrugated web bridge girders. Journal Structural Engineering. ASCE 132(2), 195–203.DriverRGAbbasHHSauseR. (2006). Shear behavior of corrugated web bridge girders. 132(2), 195–203.10.1061/(ASCE)0733-9445(2006)132:2(195)Search in Google Scholar
Elgaaly M, Hamilton RW, Seshadri A. (1996) Shear strength of beams with corrugated webs. Journal Structural Engineering, 122(4), 390–398.ElgaalyMHamiltonRWSeshadriA. (1996) Shear strength of beams with corrugated webs. , 122(4), 390–398.10.1061/(ASCE)0733-9445(1996)122:4(390)Search in Google Scholar
Hamilton RW. Behavior of welded girder with corrugated webs. Ph.D. thesis. University of Maine; 1993.HamiltonRW.. Ph.D. thesis. University of Maine; 1993.Search in Google Scholar
Sayed-Ahmed EY. (2001). Behavior of steel and (or) composite girders with corrugated steel webs. Canadian Journal Civil Engineering, 28(4), 656–672.Sayed-AhmedEY. (2001). Behavior of steel and (or) composite girders with corrugated steel webs. , 28(4), 656–672.10.1139/l01-027Search in Google Scholar
Sause R, Braxtan TN. (2011). Shear strength of trapezoidal corrugated steel webs. Journal of Constructional Steel Research, 67, 223–236.SauseRBraxtanTN. (2011). Shear strength of trapezoidal corrugated steel webs. , 67, 223–236.10.1016/j.jcsr.2010.08.004Search in Google Scholar
Yi J, Gil H, Youm K, Lee H. (2008). Interactive shear buckling behavior of trapezoidally corrugated steel webs. Engineering Structure, 30(6), 1659–1666.YiJGilHYoumKLeeH. (2008). Interactive shear buckling behavior of trapezoidally corrugated steel webs. , 30(6), 1659–1666.10.1016/j.engstruct.2007.11.009Search in Google Scholar
Abbas HH, Sause R, Driver RG. (2002). Shear strength and stability of high performance steel corrugated web girders. In: SSRC conference, 361–87.AbbasHHSauseRDriverRG. (2002). . In: SSRC conference, 361–87.Search in Google Scholar
El-Metwally AS. (1998). Pre-stressed composite girders with corrugated steel webs. Thesis for degree of master, Calgary (Alberta, Canada): University of Calgary.El-MetwallyAS. (1998). . Thesis for degree of master, Calgary (Alberta, Canada): University of Calgary.Search in Google Scholar
Hassanein M.F, Kharoob O.F. (2013). Behavior of bridge girders with corrugated webs: (II) Shear strength and design. Engineering Structures, 57, 544–553.HassaneinM.FKharoobO.F. (2013). Behavior of bridge girders with corrugated webs: (II) Shear strength and design. , 57, 544–553.10.1016/j.engstruct.2013.04.015Search in Google Scholar
Hiroshi S., Hiroyuki I., Yohiaki I., Koichi K. (2003). Flexural shear behavior of composite bridge girder with corrugated steel webs around middle support. JSCE; 724(I-62), 49–67.HiroshiS.HiroyukiI.YohiakiI.KoichiK. (2003). Flexural shear behavior of composite bridge girder with corrugated steel webs around middle support. ; 724(I-62), 49–67.Search in Google Scholar
Eldib MEA.-H. (2009). Shear buckling strength and design of curved corrugated steel webs for bridges. Journal of Constructional Steel Research, 65, 2129–2139.EldibMEA.-H. (2009). Shear buckling strength and design of curved corrugated steel webs for bridges. , 65, 2129–2139.10.1016/j.jcsr.2009.07.002Search in Google Scholar
Kowal Z., Basiński W. (2013). Wpływ sztywności blach czołowych na postaciową wytrzymałość krytyczną dźwigarów o falistym środniku (The influence of the stiffness of end stiffeners on shear critical resistance of corrugated web of girders). Konstrukcje Stalowe, 3, 50–54. (in Polish)KowalZ.BasińskiW. (2013). Wpływ sztywności blach czołowych na postaciową wytrzymałość krytyczną dźwigarów o falistym środniku (The influence of the stiffness of end stiffeners on shear critical resistance of corrugated web of girders). , 3, 50–54. (in Polish)Search in Google Scholar
The research project N N506 072538 titled. (2013). Shaping frameworks girder on the corrugated web joined by end plates. Silesian University of Technology. (in Polish)The research project N N506 072538 titled. (2013). . Silesian University of Technology. (in Polish)Search in Google Scholar
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.BasińskiW. (2018). Shear buckling of plate girders with corrugated web restrained by end stiffeners. 62(3), 757–771. https://doi.org/10.3311/PPci.11554.10.3311/PPci.11554Search in Google Scholar
Profiles of corrugated web of SIN girders. Principles of dimensioning. Cracow University of Technology. Cracow 2002. (in Polish). Cracow University of Technology. Cracow2002. (in Polish)Search in Google Scholar
Abaqus software adjustment to estimate resistance of corrugated web girders reinforced with end stiffeners. This research was supported in part by PL-GRID infrastructure, and also by the WIND grant..Search in Google Scholar
Moon J, Yi J, Choi BH, Lee H. (2009). Shear strength and design of trapezoidally corrugated steel webs. Journal of Constructional Steel Research, 65, 1198–205.MoonJYiJChoiBHLeeH. (2009). Shear strength and design of trapezoidally corrugated steel webs. , 65, 1198–205.10.1016/j.jcsr.2008.07.018Search in Google Scholar
Easley JT. (1975). Buckling formulas for corrugated metal shear diaphragms. Journal Structural. Division, SECF ST7, 1403–1417.EasleyJT. (1975). Buckling formulas for corrugated metal shear diaphragms. , SECF ST7, 1403–1417.Search in Google Scholar
Kowal Z., Basiński W. (2008). Wyznaczanie sztywności obrotowej doczołowych połączeń podatnych na podstawie pomiaru drgań dźwigarów (Determination of the rotational stiffness of semirigid end joints based on the measured vibrations). Inżynieria i Budownictwo 64(8), 457–461. (in Polish)KowalZ.BasińskiW. (2008). Wyznaczanie sztywności obrotowej doczołowych połączeń podatnych na podstawie pomiaru drgań dźwigarów (Determination of the rotational stiffness of semirigid end joints based on the measured vibrations). 64(8), 457–461. (in Polish)Search in Google Scholar
Wuwer W., Zamorowski J., Swierczyna Sz. (2012). Lap joint stiffness according to Eurocode EC3 and experimental investigations results. Archives of Civil and Mechanical Engineering, 12(1), 95–104.WuwerW.ZamorowskiJ.SwierczynaSz. (2012). Lap joint stiffness according to Eurocode EC3 and experimental investigations results. , 12(1), 95–104.10.1016/j.acme.2012.03.017Search in Google Scholar
Kuchta K. (2004). Resistance and stiffness of plate girders with corrugated web. Ph.D. thesis. Technical University of Cracow. (in Polish)KuchtaK. (2004). . Ph.D. thesis.Technical University of Cracow. (in Polish)Search in Google Scholar
EN 10002-1. 2001. Metallic materials – Tensile testing – Part 1: Method of test at ambient temperature.EN 10002-1. 2001. .Search in Google Scholar
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.BasińskiW.KowalZ. (2018). Random strength parameters of steel corrugated webs and their influence on the resistance of SIN plate girders. , 11(3), 65–77. doi:10.21307/acee-2018-039.Open DOISearch in Google Scholar
Memon B. A. (2004). Arc-length technique for non-linear finite element analysis. Journal of Zhejiang University SCIENCE, 5(5), 618–628.MemonB. A. (2004). Arc-length technique for non-linear finite element analysis. , 5(5), 618–628.10.1631/jzus.2004.0618Search in Google Scholar
Basiński W., Kowal Z. (2017). Investigations into the resistance of sin girders reinforced with tensioned diagonal braces. Architecture Civil Engineering, Environment, 10(1), 53–64.BasińskiW.KowalZ. (2017). Investigations into the resistance of sin girders reinforced with tensioned diagonal braces. , 10(1), 53–64.10.21307/acee-2017-006Search in Google Scholar
Basiński W., Kowal Z. (2017). FEM analysis of corrugated web girders reinforced with tensioned diagonal braces. Architecture Civil Engineering Environment. 10(1), 65–78.BasińskiW.KowalZ. (2017). FEM analysis of corrugated web girders reinforced with tensioned diagonal braces. 10(1), 65–78.10.21307/acee-2017-007Search in Google Scholar