THE PRELIMINARY UNIAXIAL COMPRESSION BEHAVIOR OF CORRUGATED COLD FORMED STEEL MEMBERS

[1] US Navy. US Navy Corse. Steel Builder NAVEDTRA 14251, Vol.2; 1996. US Navy . US Navy Corse . Steel Builder NAVEDTRA 14251 , Vol. 2 ; 1996 . Search in Google Scholar

[2] Walentyński R, (2004). Design problems of cold formed light- weight arch structures. Local seminar of IASS Polish Chapter. Walentyński R , ( 2004 ). Design problems of cold formed light- weight arch structures . Local seminar of IASS Polish Chapter . Search in Google Scholar

[3] Yujie Yua, Zhihua Chen, (2018). Rigidity of corrugated plate sidewalls and its effect on the modular structural design. Engineering Structures, 175, 191–200. Yujie Yua Zhihua Chen , ( 2018 ). Rigidity of corrugated plate sidewalls and its effect on the modular structural design . Engineering Structures , 175 , 191 – 200 . 10.1016/j.engstruct.2018.08.039 Search in Google Scholar

[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. 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 . 10.21307/acee-2018-039 Search in Google Scholar

[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. 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 . 10.1016/j.jcsr.2014.01.004 Search in Google Scholar

[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. 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 . 10.1201/b15684-61 Search in Google Scholar

[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. 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 . 10.1016/j.acme.2016.04.006 Search in Google Scholar

[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. 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 . 10.1016/j.engfailanal.2016.02.002 Search in Google Scholar

[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. 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 . 10.1016/j.tws.2017.05.029 Search in Google Scholar

[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. 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. Search in Google Scholar

[11] Cybulski R, Kozieł K, (2011). Introduction to stiffness investigation of ABM K-span arch structures. InterTech 2011 Conference. Poznań. Cybulski R Kozieł K , ( 2011 ). Introduction to stiffness investigation of ABM K-span arch structures . InterTech 2011 Conference . Poznań . Search in Google Scholar

[12] Cook RD. (2002). Concepts and applications of finite elements analysis. 4 ed. JohnWiley and Sons Inc. Cook RD . ( 2002 ). Concepts and applications of finite elements analysis . 4 ed. JohnWiley and Sons Inc. Search in Google Scholar

[13] Memon BA. (2004). Arc-length technique for nonlinear finite element analysis. J Zhejiang Univ (Sci) 5(5), 618–28. Memon BA . ( 2004 ). Arc-length technique for nonlinear finite element analysis . J Zhejiang Univ (Sci) 5 ( 5 ), 618 – 28 . 10.1631/jzus.2004.0618 Search in Google Scholar

[14] Moen C, Schafer B. (2006). Direct strength design for cold-formed steel members with perforations. AISI Progress Report 2. The Johnson Hopkins University. Moen C Schafer B . ( 2006 ). Direct strength design for cold-formed steel members with perforations . AISI Progress Report 2 . The Johnson Hopkins University . Search in Google Scholar

[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. 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. Search in Google Scholar

[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. 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 . 10.1007/s12517-018-3540-4 Search in Google Scholar

[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. 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 . 10.1177/1369433216665621 Search in Google Scholar

[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. 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 . Search in Google Scholar

[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. 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 . 10.1007/s12046-015-0406-2 Search in Google Scholar

[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. 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 . 10.1016/j.tws.2015.09.003 Search in Google Scholar

[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. 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 . 10.1016/j.jcsr.2015.08.017 Search in Google Scholar

[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. 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 . 10.2174/1874149501812010083 Search in Google Scholar

[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. 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 . 10.1016/j.tws.2018.12.042 Search in Google Scholar

[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. 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 . 10.1007/s13296-018-0034-x Search in Google Scholar

[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. 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 . 10.1016/j.tws.2013.09.005 Search in Google Scholar

[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. Fatemi S.M. Showkati H. and Maali M. , ( 2013 ). Experiments on Imperfect Cylindrical Shells under uniform External Pressure , Thin-Walled Structures , 65 , 14 – 25 . 10.1016/j.tws.2013.01.004 Search in Google Scholar

[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. 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 . 10.1016/j.tws.2012.04.003 Search in Google Scholar

[28] Gençler Metal LTD. ŞTI.; http://www.genclermetal.com.tr/ Gençler Metal LTD. ŞTI. ; http://www.genclermetal.com.tr/ Search in Google Scholar

[29] Eurocode 3. Design of steel structures. Part 1-5: plated structural elements; 2006, (EN 1993-1-5). Eurocode 3. Design of steel structures. Part 1-5: plated structural elements ; 2006 , (EN 1993-1-5). Search in Google Scholar

[30] Ansys Inc, ANSYS Documentation 17.0., Southpointe: Canonsburg, PA, 2016. Ansys Inc, ANSYS Documentation 17.0. , Southpointe : Canonsburg, PA , 2016 . Search in Google Scholar

[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. 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 . Search in Google Scholar

[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. 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 . Search in Google Scholar

[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. 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 . Search in Google Scholar

[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. Walentyński R Cybulski R. ( 2013 ). Stability analyses and experimental investigation of doubly corrugated steel arch panels . Architecture Civil Engineering Environment 5 ( 4 ), 79 – 92 . Search in Google Scholar

[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. 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 . 10.1016/j.jobe.2018.08.005 Search in Google Scholar