KAJIAN EKSPERIMENTAL PERILAKU SAMBUNGAN PREPACK BALOK BETON DAUR ULANG DAN NORMAL
Two rectangular specimen beams made of normal concrete and recycled concrete, and then connected with prepack polymer have been tested. The beams designed with compressive strength of 25 MPa. One of the beam specimens was simple supported beam (hinge, roll), and the other one was continous beam with...
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id-itb.:17502004-12-10T22:00:50ZKAJIAN EKSPERIMENTAL PERILAKU SAMBUNGAN PREPACK BALOK BETON DAUR ULANG DAN NORMAL Rafani, M. Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/1750 Two rectangular specimen beams made of normal concrete and recycled concrete, and then connected with prepack polymer have been tested. The beams designed with compressive strength of 25 MPa. One of the beam specimens was simple supported beam (hinge, roll), and the other one was continous beam with three support (hinge, roll, roll), and then, both of them were tested to failure under third point loading. The prepack connection of continous beam specimen was located in zero moment, to observe the behavior of the connection against dominant shear. And the simple supported beam specimen, we observe the behavior of the prepack connection against dominant flexural moment. The result indicates the connection resist against dominan flexural moment, but not resist against dominant shear. The continous beam was failed under diagonal tension failure, and the simple supported beam was failed under flexural failure. text |
| institution |
Institut Teknologi Bandung |
| building |
Institut Teknologi Bandung Library |
| continent |
Asia |
| country |
Indonesia Indonesia |
| content_provider |
Institut Teknologi Bandung |
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| language |
Indonesia |
| description |
Two rectangular specimen beams made of normal concrete and recycled concrete, and then connected with prepack polymer have been tested. The beams designed with compressive strength of 25 MPa. One of the beam specimens was simple supported beam (hinge, roll), and the other one was continous beam with three support (hinge, roll, roll), and then, both of them were tested to failure under third point loading. The prepack connection of continous beam specimen was located in zero moment, to observe the behavior of the connection against dominant shear. And the simple supported beam specimen, we observe the behavior of the prepack connection against dominant flexural moment. The result indicates the connection resist against dominan flexural moment, but not resist against dominant shear. The continous beam was failed under diagonal tension failure, and the simple supported beam was failed under flexural failure. |
| format |
Theses |
| author |
Rafani, M. |
| spellingShingle |
Rafani, M. KAJIAN EKSPERIMENTAL PERILAKU SAMBUNGAN PREPACK BALOK BETON DAUR ULANG DAN NORMAL |
| author_facet |
Rafani, M. |
| author_sort |
Rafani, M. |
| title |
KAJIAN EKSPERIMENTAL PERILAKU SAMBUNGAN PREPACK BALOK BETON DAUR ULANG DAN NORMAL |
| title_short |
KAJIAN EKSPERIMENTAL PERILAKU SAMBUNGAN PREPACK BALOK BETON DAUR ULANG DAN NORMAL |
| title_full |
KAJIAN EKSPERIMENTAL PERILAKU SAMBUNGAN PREPACK BALOK BETON DAUR ULANG DAN NORMAL |
| title_fullStr |
KAJIAN EKSPERIMENTAL PERILAKU SAMBUNGAN PREPACK BALOK BETON DAUR ULANG DAN NORMAL |
| title_full_unstemmed |
KAJIAN EKSPERIMENTAL PERILAKU SAMBUNGAN PREPACK BALOK BETON DAUR ULANG DAN NORMAL |
| title_sort |
kajian eksperimental perilaku sambungan prepack balok beton daur ulang dan normal |
| url |
https://digilib.itb.ac.id/gdl/view/1750 |
| _version_ |
1820663051063394304 |