Ein Verbundmodell für Stahlbeton unter Berücksichtigung der Betonschädigung
The reason for this research are the differences of the bond stress-slip relationships between pullout, push-in and tension tie specimen. A general admitted bond stress-slip law is developed which bases upon analytical consideration. The new developed bond stress-slip law considers the three-dimensi...
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| Formato: | Libro electrónico |
| Idioma: | Alemán |
| Publicado: |
KIT Scientific Publishing
2015
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| Colección: | Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
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| Ver en Biblioteca Universitat Ramon Llull: | https://discovery.url.edu/permalink/34CSUC_URL/1im36ta/alma991009423452906719 |
| Sumario: | The reason for this research are the differences of the bond stress-slip relationships between pullout, push-in and tension tie specimen. A general admitted bond stress-slip law is developed which bases upon analytical consideration. The new developed bond stress-slip law considers the three-dimensional stress state of concrete in front of the rib of the reinforcing bar. |
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| Descripción Física: | 1 electronic resource (xvii, 264 p. p.) |
| ISBN: | 9781000044867 |
