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{"sheet":"Kreisringplatte-rot.-sym.Einw.","index":0,"n_rows":53,"n_cols":8,"rows_kept":53,"cut":false,"hidden":false,"merged":[]}
[null,"Kreisringplatte unter rotationssymmetrischer Einwirkung"]
[]
[null,"Plattentheorie","Kirchhoff-Theorie mit linear elastischen Werkstoffverhalten"]
[]
[null,"Bemerkung","Eingabezelle"]
[null,null,"Ausgabezelle"]
[null,null,"0 < r0 < = r1 < r2 < a; r > 0"]
[null,null,"Berechnungsstart durch Betätigen des Knopfes \"Berechnung durchführen\"",null,null,null,null,"Zeichnung"]
[]
["Parameter"]
[null,null,"Parameter/Werte","Symbol","Einheit","Wert"]
[null,"Material "]
[null,null,"E-Modul","E","[N/mm²]",70000]
[null,null,"Querkontraktionszahl","μ","[-]",0.23]
[]
[null,"Geometrie"]
[null,null,"Plattendicke ","h","[mm]",10]
[null,null,"Bohrungsradius","r0","[mm]",10]
[null,null,"Radius des inneren Belastungsrand p1","r1","[mm]",10]
[null,null,"Radius des äußeren Belastungsrand p2","r2","[mm]",30]
[null,null,"Radius des Auflagerrandes","a","[mm]",60]
[]
[]
[null,"Einwirkung"]
[null,null,"Einwirkung am innerer Belastungsrand bei ϕ = 0° und r1","p1","[N/mm]",1]
[null,null,"Einwirkung am äußeren Belastungsrand bei ϕ = 0° und r2","p2","[N/mm]",2]
[]
["Ergebnisse"]
[]
[]
[null,"Eingabe "]
[null,null,"Radius","r","[mm]",10]
[null,null,"Winkel","ϕ","[°]",0]
[]
[null,"Ausgabe"]
[null,null,"resultierende Gesamteinwirkung (Kraft)","Fz","[N]",3979.3506945470672]
[null,null,"vertikale Verschiebung","w(r,ϕ)","[mm]",0.11005106021042463]
[null,null,"max. Hauptspannung 1 bei z = h/2","σH1 (r,ϕ)","[N/mm²]",61.194822615480767]
[null,null,"max. Hauptspannung 2 bei z = h/2","σH2 (r,ϕ)","[N/mm²]",-5.7939764097625357E-16]
[]
["Autoren"]
[null,"Dipl.-Ing. Matthias Seel, Wissenschaftlicher Mitarbeiter an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Martin Botz, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Hannes Spitzhüttl, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[]
[]
["Kontakt","Univ.-Prof. Dr.-Ing. Geralt Siebert"]
[null,"Universität der Bundeswehr München"]
[null,"Professur für Baukonstruktion und Bauphysik"]
[null,"Werner-Heisenberg-Weg 39"]
[null,"85577 Neubiberg"]
[]
[null,"www.unibw.de/glasbau"]

{"sheet":"Kreisringplatte-rot.-anti.Einw.","index":1,"n_rows":53,"n_cols":8,"rows_kept":53,"cut":false,"hidden":false,"merged":[]}
[null,"Kreisringplatte unter rotationsantimetrischer Einwirkung"]
[]
[null,"Plattentheorie","Kirchhoff-Theorie mit linear elastischen Werkstoffverhalten"]
[]
[null,"Bemerkung","Eingabezelle"]
[null,null,"Ausgabezelle"]
[null,null,"0 < r0 < = r1 < r2 < a; r > 0"]
[null,null,"Berechnungsstart durch Betätigen des Knopfes \"Berechnung durchführen\"",null,null,null,null,"Zeichnung"]
[]
["Parameter"]
[null,null,"Parameter/Werte","Symbol","Einheit","Wert"]
[null,"Material "]
[null,null,"E-Modul","E","[N/mm²]",70000]
[null,null,"Querkontraktionszahl","μ","[-]",0.23]
[]
[null,"Geometrie"]
[null,null,"Plattendicke ","h","[mm]",10]
[null,null,"Bohrungsradius","r0","[mm]",10]
[null,null,"Radius des inneren Belastungsrand p1","r1","[mm]",15]
[null,null,"Radius des äußeren Belastungsrand p2","r2","[mm]",30]
[null,null,"Radius des Auflagerrandes","a","[mm]",60]
[]
[]
[null,"Einwirkung"]
[null,null,"Einwirkung am innerer Belastungsrand bei ϕ = 0° und r1","p1","[N/mm]",2]
[null,null,"Einwirkung am äußeren Belastungsrand bei ϕ = 0° und r2","p2","[N/mm]",8]
[]
["Ergebnisse"]
[]
[]
[null,"Eingabe "]
[null,null,"Radius","r","[mm]",10]
[null,null,"Winkel","ϕ","[°]",30]
[]
[null,"Ausgabe"]
[null,null,"resultierende Gesamteinwirkung (Moment)","M","[Nmm]",139604.5235438963]
[null,null,"vertikale Verschiebung","w(r,ϕ)","[mm]",1.3015279217224814E-2]
[null,null,"max. Hauptspannung 1 bei z = h/2","σH1 (r,ϕ)","[N/mm²]",24.674855089040967]
[null,null,"max. Hauptspannung 2 bei z = h/2","σH2 (r,ϕ)","[N/mm²]",-3.8663143525308188]
[]
["Autoren"]
[null,"Dipl.-Ing. Matthias Seel, Wissenschaftlicher Mitarbeiter an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Martin Botz, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Hannes Spitzhüttl, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[]
[]
["Kontakt","Univ.-Prof. Dr.-Ing. Geralt Siebert"]
[null,"Universität der Bundeswehr München"]
[null,"Professur für Baukonstruktion und Bauphysik"]
[null,"Werner-Heisenberg-Weg 39"]
[null,"85577 Neubiberg"]
[]
[null,"www.unibw.de/glasbau"]

{"sheet":"Kreisplatte-rot.-sym.Einw. ","index":2,"n_rows":52,"n_cols":8,"rows_kept":52,"cut":false,"hidden":false,"merged":[]}
[null,"Kreisplatte unter rotationssymmetrischer Einwirkung"]
[]
[null,"Plattentheorie","Kirchhoff-Theorie mit linear elastischen Werkstoffverhalten"]
[]
[null,"Bemerkung","Eingabezelle"]
[null,null,"Ausgabezelle"]
[null,null,"0 < r1 < r2 < a; r > 0"]
[null,null,"Berechnungsstart durch Betätigen des Knopfes \"Berechnung durchführen\"",null,null,null,null,"Zeichnung"]
[]
["Parameter"]
[null,null,"Parameter/Werte","Symbol","Einheit","Wert"]
[null,"Material "]
[null,null,"E-Modul","E","[N/mm²]",70000]
[null,null,"Querkontraktionszahl","μ","[-]",0.23]
[]
[null,"Geometrie"]
[null,null,"Plattendicke ","h","[mm]",10]
[null,null,"Radius des inneren Belastungsrand p1","r1","[mm]",12]
[null,null,"Radius des äußeren Belastungsrand p2","r2","[mm]",30]
[null,null,"Radius des Auflagerrandes","a","[mm]",60]
[]
[]
[null,"Einwirkung"]
[null,null,"Einwirkung am innerer Belastungsrand bei ϕ = 0° und r1","p1","[N/mm]",2]
[null,null,"Einwirkung am äußeren Belastungsrand bei ϕ = 0° und r2","p2","[N/mm]",1]
[]
["Ergebnisse"]
[]
[]
[null,"Eingabe "]
[null,null,"Radius","r","[mm]",20]
[null,null,"Winkel","ϕ","[°]",0]
[]
[null,"Ausgabe"]
[null,null,"resultierende Gesamteinwirkung (Kraft)","Fz","[N]",3392.9200658769732]
[null,null,"vertikale Verschiebung","w(r,ϕ)","[mm]",6.8079006901152539E-2]
[null,null,"max. Hauptspannung 1 bei z = h/2","σH1 (r,ϕ)","[N/mm²]",25.663128499344644]
[null,null,"max. Hauptspannung 2 bei z = h/2","σH2 (r,ϕ)","[N/mm²]",23.92934858823353]
[]
["Autoren"]
[null,"Dipl.-Ing. Matthias Seel, Wissenschaftlicher Mitarbeiter an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Martin Botz, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Hannes Spitzhüttl, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[]
[]
["Kontakt","Univ.-Prof. Dr.-Ing. Geralt Siebert"]
[null,"Universität der Bundeswehr München"]
[null,"Professur für Baukonstruktion und Bauphysik"]
[null,"Werner-Heisenberg-Weg 39"]
[null,"85577 Neubiberg"]
[]
[null,"www.unibw.de/glasbau"]

{"sheet":"Kreisplatte-rot.-anti.Einw.","index":3,"n_rows":52,"n_cols":8,"rows_kept":52,"cut":false,"hidden":false,"merged":[]}
[null,"Kreisplatte unter rotationsantimetrischer Einwirkung"]
[]
[null,"Plattentheorie","Kirchhoff-Theorie mit linear elastischen Werkstoffverhalten"]
[]
[null,"Bemerkung","Eingabezelle"]
[null,null,"Ausgabezelle"]
[null,null,"0 < r1 < r2 < a; r > 0"]
[null,null,"Berechnungsstart durch Betätigen des Knopfes \"Berechnung durchführen\"",null,null,null,null,"Zeichnung"]
[]
["Parameter"]
[null,null,"Parameter/Werte","Symbol","Einheit","Wert"]
[null,"Material "]
[null,null,"E-Modul","E","[N/mm²]",70000]
[null,null,"Querkontraktionszahl","μ","[-]",0.23]
[]
[null,"Geometrie"]
[null,null,"Plattendicke ","h","[mm]",10]
[null,null,"Radius des inneren Belastungsrand p1","r1","[mm]",0.01]
[null,null,"Radius des äußeren Belastungsrand p2","r2","[mm]",30]
[null,null,"Radius des Auflagerrandes","a","[mm]",60]
[]
[]
[null,"Einwirkung"]
[null,null,"Einwirkung am innerer Belastungsrand bei ϕ = 0° und r1","p1","[N/mm]",2]
[null,null,"Einwirkung am äußeren Belastungsrand bei ϕ = 0° und r2","p2","[N/mm]",5]
[]
["Ergebnisse"]
[]
[]
[null,"Eingabe "]
[null,null,"Radius","r","[mm]",20]
[null,null,"Winkel","ϕ","[°]",0]
[]
[null,"Ausgabe"]
[null,null,"resultierende Gesamteinwirkung (Moment)","M","[Nmm]",120158.84805726461]
[null,null,"vertikale Verschiebung","w(r,ϕ)","[mm]",1.9119950529722485E-2]
[null,null,"max. Hauptspannung 1 bei z = h/2","σH1 (r,ϕ)","[N/mm²]",27.988963091317355]
[null,null,"max. Hauptspannung 2 bei z = h/2","σH2 (r,ϕ)","[N/mm²]",16.168849340132436]
[]
["Autoren"]
[null,"Dipl.-Ing. Matthias Seel, Wissenschaftlicher Mitarbeiter an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Martin Botz, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Hannes Spitzhüttl, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[]
[]
["Kontakt","Univ.-Prof. Dr.-Ing. Geralt Siebert"]
[null,"Universität der Bundeswehr München"]
[null,"Professur für Baukonstruktion und Bauphysik"]
[null,"Werner-Heisenberg-Weg 39"]
[null,"85577 Neubiberg"]
[]
[null,"www.unibw.de/glasbau"]