Experimental and Numerical Analysis of Spun Pile-to-Pile Cap Connection with Reinforced Concrete infill Under Cyclic Loading
Numerical study was conducted by using ABAQUS software to investigate two issues on spun pile connections. The issues are usage of non-shrinkage concrete infill cast inside hollow of pile and ductility. An experimental test was carried out to investigate the effect of two different concrete infill t...
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| Format: | Article |
| Language: | English |
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University of Brawijaya
2022-10-01
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| Series: | Rekayasa Sipil |
| Subjects: | |
| Online Access: | https://rekayasasipil.ub.ac.id/index.php/rs/article/view/978 |
| _version_ | 1811179791740567552 |
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| author | Alfetra Henoch Tandita Yuskar Lase Widjojo Adi Prakoso Mulia Orientilize |
| author_facet | Alfetra Henoch Tandita Yuskar Lase Widjojo Adi Prakoso Mulia Orientilize |
| author_sort | Alfetra Henoch Tandita |
| collection | DOAJ |
| description | Numerical study was conducted by using ABAQUS software to investigate two issues on spun pile connections. The issues are usage of non-shrinkage concrete infill cast inside hollow of pile and ductility. An experimental test was carried out to investigate the effect of two different concrete infill types which were common concrete fc’ 35 MPa and non-shrinkage concrete fc’ 54 MPa. A finite element model was validated against experimental test. The results were compared in terms of hysteresis curve, ductility, and performance level. Ductility is one of the important parameters to describe performance of spun pile connections under seismic load. There are different approaches to calculate ductility and this leads to four different ductility values. Hence, ductility of spun pile with concrete infill is in the range of 3.2 to 4.8. Behavior of spun pile with non-shrinkage concrete infill is slightly improved although the results were almost similar. |
| first_indexed | 2024-04-11T06:40:39Z |
| format | Article |
| id | doaj.art-911789812a99473da18c97d43e8ca1d0 |
| institution | Directory Open Access Journal |
| issn | 1978-5658 2502-6348 |
| language | English |
| last_indexed | 2024-04-11T06:40:39Z |
| publishDate | 2022-10-01 |
| publisher | University of Brawijaya |
| record_format | Article |
| series | Rekayasa Sipil |
| spelling | doaj.art-911789812a99473da18c97d43e8ca1d02022-12-22T04:39:34ZengUniversity of BrawijayaRekayasa Sipil1978-56582502-63482022-10-01163207215https://doi.org/10.21776/ub.rekayasasipil.2022.016.03.8Experimental and Numerical Analysis of Spun Pile-to-Pile Cap Connection with Reinforced Concrete infill Under Cyclic LoadingAlfetra Henoch Tandita0Yuskar Lase1Widjojo Adi Prakoso2Mulia Orientilize3Universitas IndonesiaUniversitas IndonesiaUniversitas IndonesiaUniversitas IndonesiaNumerical study was conducted by using ABAQUS software to investigate two issues on spun pile connections. The issues are usage of non-shrinkage concrete infill cast inside hollow of pile and ductility. An experimental test was carried out to investigate the effect of two different concrete infill types which were common concrete fc’ 35 MPa and non-shrinkage concrete fc’ 54 MPa. A finite element model was validated against experimental test. The results were compared in terms of hysteresis curve, ductility, and performance level. Ductility is one of the important parameters to describe performance of spun pile connections under seismic load. There are different approaches to calculate ductility and this leads to four different ductility values. Hence, ductility of spun pile with concrete infill is in the range of 3.2 to 4.8. Behavior of spun pile with non-shrinkage concrete infill is slightly improved although the results were almost similar.https://rekayasasipil.ub.ac.id/index.php/rs/article/view/978ductilitynon-shrinkage concretepile capspun pile |
| spellingShingle | Alfetra Henoch Tandita Yuskar Lase Widjojo Adi Prakoso Mulia Orientilize Experimental and Numerical Analysis of Spun Pile-to-Pile Cap Connection with Reinforced Concrete infill Under Cyclic Loading Rekayasa Sipil ductility non-shrinkage concrete pile cap spun pile |
| title | Experimental and Numerical Analysis of Spun Pile-to-Pile Cap Connection with Reinforced Concrete infill Under Cyclic Loading |
| title_full | Experimental and Numerical Analysis of Spun Pile-to-Pile Cap Connection with Reinforced Concrete infill Under Cyclic Loading |
| title_fullStr | Experimental and Numerical Analysis of Spun Pile-to-Pile Cap Connection with Reinforced Concrete infill Under Cyclic Loading |
| title_full_unstemmed | Experimental and Numerical Analysis of Spun Pile-to-Pile Cap Connection with Reinforced Concrete infill Under Cyclic Loading |
| title_short | Experimental and Numerical Analysis of Spun Pile-to-Pile Cap Connection with Reinforced Concrete infill Under Cyclic Loading |
| title_sort | experimental and numerical analysis of spun pile to pile cap connection with reinforced concrete infill under cyclic loading |
| topic | ductility non-shrinkage concrete pile cap spun pile |
| url | https://rekayasasipil.ub.ac.id/index.php/rs/article/view/978 |
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