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...
I tiakina i:
| Kaituhi matua: | |
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| Hōputu: | Online |
| Reo: | Tiamana |
| I whakaputaina: |
KIT Scientific Publishing
2021
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| Ngā marau: | |
| Urunga tuihono: | 35286 |
| Ngā Tūtohu: |
Kāore He Tūtohu, Me noho koe te mea tuatahi ki te tūtohu i tēnei pūkete!
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| Whakarāpopototanga: | 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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