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Einfache Berechnungsmethoden Für Verbundkonstruktionen: Träger Auf Elastischen Stützen Fachwerkträger Mit Biegesteifen Gurten

Einfache Berechnungsmethoden Für Verbundkonstruktionen: Träger Auf Elastischen Stützen Fachwerkträger Mit Biegesteifen Gurten

          
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About the Book

In dem Bestreben, die Anwendung von Verbundträgern, die sich seit mehreren Jahren in der Praxis ausgezeichnet bewähren, zu erweitern, entstanden die folgenden Untersuchungen über Fachwerkverbundträgersysteme. Dabei wurde im Hinblick auf die Anforderungen der Praxis versucht, neben den genauen Lösungen auch Näherungslösungen zu entwickeln, in denen nur die wesentlichen Einflüsse berücksichtigt werden. Meinem hochverehrten Lehrer, Herrn Professor Dr. -Ing. Konrad Sattler, möchte ich für seine mir gegebenen Anregungen und Ratschläge danken, die mir bei der Bearbeitung der auftretenden Probleme sehr wertvoll waren. Berlin-Charlottenburg, im Januar 1957 Hannskarl Bandel Inhaltsverzeichnis Seite A. Einleitung 5 B. Berechnung von statisch bestimmten Verbundträgern bzw. Verbundträgergurten 5 1. Querschnittswerte . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 2. Verteilungsgrößen zur Zeit t = 0 und Spannungen. . . . . . . . . . . . . . . . . 6 3. Näherungslösungen zur Berechnung der Umlagerungsgrößen aus Kriechen llnd Schwinden des Betons bei konstant wirkender Belastung . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 4. Näherungsberechnung der tTmlagerungsgrößen bei linear mit f!lt anwachsender Belastung 14 5. Querkraftverteilung auf Betonplatte und Stahlträger bei Verbundträgern . . . . . . . 16 6. Schubfluß . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 c. Näherungsverfahren zur Berechnung der statisch unbestimmten Größen aus Kriechen und Schwinden bei statisch unbestimmten Verbundträgersystemen 24 1. Berechnung der Verformungen zum Zeitpunkt t = t . . . 24 n 2. Berechnung der statisch unbestimmten Größe X . . . . . . . . . - 25 tn 3. Ableitung eines v-Faktor für durchlaufende Verbund träger . . . . . . 25 4. Iterationsverfahren mittels Momentenausgleich nach Kani für durchlaufende Verbundträger 26 D. Iteratives Momentenausgleichsverfahren zur Berechnung von Durchlauf träger auf elastischen Stützen . . . . . . . . . . . . 31 1. Kennzeichnung der Bettungszahl der Stützen . . . . . . . . . . . . . . . . . 31 2. Momentenanteile eines Endmomentes und Vorzeichenregel . . . . . . . . . . . . . . .


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Product Details
  • ISBN-13: 9783642526350
  • Publisher: Springer-Verlag Berlin and Heidelberg GmbH & Co. KG
  • Binding: Paperback
  • Height: 279 mm
  • No of Pages: 70
  • Series Title: German
  • Sub Title: Träger Auf Elastischen Stützen Fachwerkträger Mit Biegesteifen Gurten
  • Width: 210 mm
  • ISBN-10: 3642526357
  • Publisher Date: 07 Jul 2012
  • Edition: 1957 ed.
  • Language: German
  • Returnable: N
  • Spine Width: 4 mm
  • Weight: 186 gr


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Einfache Berechnungsmethoden Für Verbundkonstruktionen: Träger Auf Elastischen Stützen Fachwerkträger Mit Biegesteifen Gurten
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Einfache Berechnungsmethoden Für Verbundkonstruktionen: Träger Auf Elastischen Stützen Fachwerkträger Mit Biegesteifen Gurten
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