Shape optimization of glass façade single-armed spider support using finite element method based software

• Autorzy: Kuliński K. , Selejdak J. , Major M.
• Języki publikacji: EN

Abstrakty

EN

In this paper the shape optimization of mechanical one-armed spider connector utilized in realization of glass facades in view of obtained Misses stress and displacement result values was discussed. Following elements in considered connector were assumed as varying: shape and dimensions of arm cross section and arm curvature direction. According to above, three different shapes of cross section were assumed: C-shape, T- shape and cross section formed from two parallel welded sheet metals on the offset from the longitudinal symmetry axis. In the performed analysis two different types of loading were investigated – maximum value of pressure and wind suction transferred via the glass element on the connector. Moreover, it was assumed that the glass plate had dimensions of 1.50 x 1.50 m. Whole analysis was performed with the use of finite element method based software.

Słowa kluczowe

EN

point connector; spider connector; statics; optimization; wind load

PL

złącze punktowe; łącznik typu pająk; obciążenie wiatrem; szklana fasada

• Wydawca: Oficyna Wydawnicza Stowarzyszenia Menedżerów Jakości i Produkcji
• Czasopismo: Zeszyty Naukowe. Quality. Production. Improvement
• Rocznik: 2017
• Tom: No. 1 (6)
• Strony: 47--56
• Opis fizyczny: Bibliogr. 10 poz., rys., tab.

Twórcy

autor

Kuliński K.

• Częstochowa University of Technology, Faculty of Civil Engineering, Akademicka 3 street, Częstochowa, Poland

autor

Selejdak J.

• Częstochowa University of Technology, Faculty of Civil Engineering, Akademicka 3 street, Częstochowa, Poland

autor

Major M.

• Częstochowa University of Technology, Faculty of Civil Engineering, Akademicka 3 street, Częstochowa, Poland

Bibliografia

• 1. BOHMANN D. 1999. Ein numerisches Verfahren zur Berechnung von Verbundglasscheiben. RWTH. Aachen.
• 2. FORNALCZYK I. 2002. Design of glazed facades and roofings with structural glass (MSc. Thesis in Polish with J. Gierczak as major advisor), Wroclaw University of Technology. Institute of Civil Engineering.
• 3. JAŚKOWSKA D. 2008. Cracking and failure criterion of construction glass. “Świat Szkła” 9/2008. (in Polish)
• 4. ŁODYGOWSKI T., GLEMA A., SZCZERBAL B., WŁOCHAL D. 2009. Point supports in glass constructions. “Świat Szkła” 1/2009. (in Polish).
• 5. ŁODYGOWSKI T., GLEMA A., SZCZERBAL B., WŁOCHAL D. 2009. Numerical analysis of glass structures with point supports – part I. “Świat Szkła” 4/2009. (in Polish)
• 6. ŁODYGOWSKI T., GLEMA A., SZCZERBAL B., WŁOCHAL D. 2009. Numerical analysis of glass structures with point supports – part II. “Świat Szkła” 6/2009. (in Polish)
• 7. MAJOR M., KULIŃSKI K., MAJOR I. 2015. Examples of FEM utilization in Civil Engineering with the use of ADINA program. Part I. WWZPCz. Częstochowa. (in Polish)
• 8. SEDLACEK G., BLANK K. 1999. Glas im Konstruktiven Ingenieurbaum. Ernst & Sohn. Berlin.
• 9. SIENKIEWICZ R. 2010. Mechanically fixed glass. “Świat Szkła” 4/2010. (in Polish)
• 10. SIENKIEWICZ R. 2010. Mechanically fixed glass – part II. “Świat Szkła” 5/2010. (in Polish)

Uwagi

Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).