The preliminary uniaxial compression behavior of corrugated cold formed steel members

• Autorzy: Kiliç Mahmut , Maali Mahyar , Aydin Abdulkadir Cüneyt

Identyfikatory

DOI

10.21307/ACEE-2019-027

• Języki publikacji: EN

Abstrakty

EN

The modern basic civil engineering concept is to design simplistic structures, by using innovative brand new manufacturing and assemblage concepts. As a result of this concept, arch type steel plates are used like the corrugated coatings. The main purpose of this work is to describe the Roll Form Machine (RFM) technology as used for the structures, especially for the roofs. Cold formed arch type steel structures may be fast and simple. These types of structures were used for temporary buildings in the US Army. Nowadays, this technology becomes popular and gets in consideration for civil life. However, the design concept of this technology does not have a theoretical model, and the calculations are evaluated according to the United States Standards. The uniaxial compressive behaviors of corrugated arch type steel members are observed, experimentally within this work.

Słowa kluczowe

EN

cold-formed steel; corrugated arch; shell type steel section; uniaxial load

PL

stal formowana na zimno; struktura łukowa; obciążenie jednoosiowe

• Wydawca: Silesian University of Technology
• Czasopismo: Architecture Civil Engineering Environment
• Rocznik: 2019
• Tom: Vol. 12, no. 2
• Strony: 105--116
• Opis fizyczny: Bibliogr. 35 poz.

Twórcy

autor

Kiliç Mahmut

• Assist. Prof. Dr.; Ataturk University, Engineering Faculty, Department of Civil Engineering, 25030 Erzurum, Turkey

autor

Maali Mahyar

• PhD; Ataturk University, Engineering Faculty, Department of Civil Engineering, 25030 Erzurum, Turkey

autor

Aydin Abdulkadir Cüneyt

• Prof. Dr.; Ataturk University, Engineering Faculty, Department of Civil Engineering, 25030 Erzurum, Turkey

Bibliografia

• [1] US Navy. US Navy Corse. Steel Builder NAVEDTRA 14251, Vol.2; 1996.
• [2] Walentyński R, (2004). Design problems of cold formed light- weight arch structures. Local seminar of IASS Polish Chapter.
• [3] Yujie Yua, Zhihua Chen, (2018). Rigidity of corrugated plate sidewalls and its effect on the modular structural design. Engineering Structures, 175, 191-200.
• [4] Basinski, 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.
• [5] Cybulski R, Walentyński R, Cybulska M. (2014). Local buckling of cold-formed elements used in arched building with geometrical imperfections. Journal of Constructional Steel Research 96, 1-13.
• [6] Walentynski R, Cybulska M, Cybulski R. (2013). Influence of geometric imperfections on the local stability of thin-walled elements, Shell Structures: Theory and Applications, 3, 251.
• [7] Piekarczuk A, Malowany K. (2016). Comparative analysis of numerical models of arch-shaped steel sheet sections. Archives of civil and mechanical engineering, 16, 645-658.
• [8] Malesa M, Malowany K, Pawlicki J, Kujawinska M, Skrzypczak P, Piekarczuk A, Lusa T, Zagorski A. (2016). Non-destructive testing of industrial structures with the use of multi-camera Digital Image Correlation method. Engineering Failure Analysis, 69, 122-134.
• [9] Piekarczuk A, Więcha P, Malowany K. (2017). Numerical investigation into plastic hinge formation in arched corrugated thin-walled profiles. Thin- Walled Structures, 119, 13-21.
• [10] European Standard; Eurocode 3, 2006. Design of steel structures- Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting. EN 1993-1-3.
• [11] Cybulski R, Kozieł K, (2011). Introduction to stiffness investigation of ABM K-span arch structures. InterTech 2011 Conference. Poznań.
• [12] Cook RD. (2002). Concepts and applications of finite elements analysis. Fourth ed. JohnWiley and Sons Inc.
• [13] Memon BA. (2004). Arc-length technique for nonlinear finite element analysis. J Zhejiang Univ (Sci) 5(5), 618-28.
• [14] Moen C, Schafer B. (2006). Direct strength design for cold-formed steel members with perforations. AISI Progress Report 2. The Johnson Hopkins University.
• [15] UNE-EN 10002-1, (2002). Materiales metálicos. Ensayos de traccion. Parte 1: Metodo de ensayo a temperatura ambiente. [Metallic materials tension tests. Part 1: Test method at room temperature]. July 2002 Edition, AENOR.
• [16] Maali, M., Sagiroglu, M., and Solak M.S., (2018). Experimental Behaviour of Screwed Beam-to- Column Connections in Cold-Formed Steel Frames, Arabian Journal of Geosciences, 11, 205.
• [17] Maali, M., Kılıç, M., Sagiroglu, M. and Aydın, A.C., (2017). Experimental Model for Predicting the Semi- Rigid Connections’ Behaviour with Angles and Stiffeners, Advances in Structural Engineering, 20(6), 884-895.
• [18] Maali, M., Kılıç, M. and Aydın, A.C., (2016). Experimental Model of the Behaviour of Bolted Angles Connections with Stiffeners, Int. Journal of Steel Structures, 16(3), 1-15.
• [19] Maali, M., Aydin, A.C. and Sagiroglu, M., (October 2015). Investigation of innovative steel runway beam in industrial building, Microsilica SADHANA Academy Proceedings in Engineering Sciences, 40, 2239-2251.
• [20] Aydın, A.C., Maali, M., Kılıç, M. and Sagiroglu, M., (December 2015). Experimental Investigation of Sinus Beams with End-Plate Connections, Thin- Walled Structures, 97, 35-43.
• [21] Aydın, A.C., Kılıç, M., Maali, M. and Sagiroglu, M., (November 2015). Experimental Assessment of the Semi-Rigid Connections Behavior with Angles and Stiffeners, Journal of Constructional Steel Research, 114, 338-348.
• [22] Sağıroğlu M, Maali M and Aydın AC, (2018). Installation and Maintenance Principles of Seismic Isolators: Erzurum Health Campus, the Open Civil Engineering Journal, 12, 3-00.
• [23] Maali M, Kılıç M, Yaman Z, Ağcakoca E, Aydın A.C, (2019). Buckling and Post-Buckling Behavior of Various Dented Cylindrical Shells Using CFRP Strips Subjected to Uniform External Pressure: Comparison of Theoretical and Experimental Data, Thin Walled Structures, 137, 29-39.
• [24] Sagiroglu, M., Maali, M., Kılıç, M. and Aydın, A.C., (2018). A Novel Approach for Bolted T-Stub Connections, International Journal of Steel Structures, 18(3), 891-909.
• [25] Niloufari, A., Showkati, H., Maali, M. and Fatemi, S.M., (2014). Experimental Investigation on the Effect of Geometric Imperfections on the Buckling and Post-Buckling Behavior of Steel Tanks under Hydrostatic Pressure, Thin-Walled Structures, 74, 59-69.
• [26] Fatemi, S.M., Showkati, H. and Maali, M., (2013). Experiments on Imperfect Cylindrical Shells under uniform External Pressure, Thin-Walled Structures, 65, 14-25.
• [27] Maali, M., Showkati, H. and Fatemi, S.M., (2012). Investigation of the Buckling Behavior of Conical Shells under Weld-induced Imperfections, Thin- Walled Structures, 57, 13-24.
• [28] Gençler Metal LTD. ŞTI.; http:// http://www.genclermetal.com.tr/
• [29] Eurocode 3. Design of steel structures. Part 1-5: plated structural elements; 2006, (EN 1993-1-5).
• [30] Ansys Inc, ANSYS Documentation 17.0., Southpointe: Canonsburg, PA, 2016.
• [31] Walentyński R, Cybulski R, Mazurkiewicz J. (2013). Doubly corrugated cold-formed arch roof panels. Advance identification of geometrical and material properties. Architecture Civil Engineering Environment, 6(1), 33-47.
• [32] Walentyński R, Cybulski R. (2012). Modern investigation techniques for doubly corrugated cold formed structural element. Proceedings of 10th International Conference on New Trends in Statics and Dynamics of Buildings, Bratislava, Slovakia.
• [33] Walentyński R, Cybulski R, Sanchez R. (2013). Numerical stability analyzes and preliminary experimental investigations of doubly corrugated steel arch panels. J IASS, 54(1), 3-14.
• [34] Walentyński R, Cybulski R. (2013). Stability analyses and experimental investigation of doubly corrugated steel arch panels. Architecture Civil Engineering Environment 5(4), 79-92.
• [35] Maali M, Aydın AC, Showkati H, Sağıroğlu M, Kılıç M,, (2018). The Effect of Longitudinal Imperfections on The Thin-Walled Conical Shells, Journal of Building Engineering, 20, 424-4418.

Uwagi

PL

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).