Efektivitas Penambahan Pin Terhadap Kuat Cabut Tulangan Bambu Apus pada Beton Normal Struktural
Bamboo is an alternative material that has the potential to be developed as a replacement for steel bars because bamboo has a tensile strength comparable to steel. However, there are constraints on the properties of the expansion and shrinkage of bamboo, which in its use as reinforcement, bamboo wil...
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| Autor*in: |
Yanuar Haryanto [verfasserIn] Nanang Gunawan Wariyatno [verfasserIn] Buntara Sthenly Gan [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch ; Indonesisch |
| Erschienen: |
2016 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
In: Jurnal Teknik Sipil - Institut Teknologi Bandung, 2017, 23(2016), 3, Seite 189-196 |
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| Übergeordnetes Werk: |
volume:23 ; year:2016 ; number:3 ; pages:189-196 |
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Link aufrufen |
|---|
| DOI / URN: |
10.5614/jts.2016.23.3.3 |
|---|
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DOAJ052029131 |
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| 520 | |a Bamboo is an alternative material that has the potential to be developed as a replacement for steel bars because bamboo has a tensile strength comparable to steel. However, there are constraints on the properties of the expansion and shrinkage of bamboo, which in its use as reinforcement, bamboo will expand due to the absorption of water in fresh concrete and then will shrink along with the evaporation of water in the process of drying concrete. Shrinkage in a bamboo cause a loss of bonding in bamboo and concrete that may cause a collapse. This paper discusses the effectiveness of the addition of a pin to the pullout strength of apus bamboo reinforcement on the structural normal concrte. The pin that was added is a steel wire that is implanted as a retaining when the shrinkage of bamboo reinforcement occur. The specimen was a concrete cylinder with a height of 20 cm and a diameter of 12 cm, analytical approach taken to equalize the dimensions of the bamboo with a diameter of 6 mm steel reinforcement. Variation of the number of pins used were 0, 2, 3 and 4. The results show that the ratio of the pullout strength of bamboo reinforcement with the addition of 3 pins, to the pullout strength of steel reinforcement is 1.01. The Addition of pin showed a high effectiveness to the pullout strength of apus bamboo reinforcement with a 92.22% infulence. | ||
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10.5614/jts.2016.23.3.3 doi (DE-627)DOAJ052029131 (DE-599)DOAJe3a06c0741114e6cbcf7fef9d77c9064 DE-627 ger DE-627 rakwb eng ind TA1-2040 Yanuar Haryanto verfasserin aut Efektivitas Penambahan Pin Terhadap Kuat Cabut Tulangan Bambu Apus pada Beton Normal Struktural 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Bamboo is an alternative material that has the potential to be developed as a replacement for steel bars because bamboo has a tensile strength comparable to steel. However, there are constraints on the properties of the expansion and shrinkage of bamboo, which in its use as reinforcement, bamboo will expand due to the absorption of water in fresh concrete and then will shrink along with the evaporation of water in the process of drying concrete. Shrinkage in a bamboo cause a loss of bonding in bamboo and concrete that may cause a collapse. This paper discusses the effectiveness of the addition of a pin to the pullout strength of apus bamboo reinforcement on the structural normal concrte. The pin that was added is a steel wire that is implanted as a retaining when the shrinkage of bamboo reinforcement occur. The specimen was a concrete cylinder with a height of 20 cm and a diameter of 12 cm, analytical approach taken to equalize the dimensions of the bamboo with a diameter of 6 mm steel reinforcement. Variation of the number of pins used were 0, 2, 3 and 4. The results show that the ratio of the pullout strength of bamboo reinforcement with the addition of 3 pins, to the pullout strength of steel reinforcement is 1.01. The Addition of pin showed a high effectiveness to the pullout strength of apus bamboo reinforcement with a 92.22% infulence. Concrete effectiveness pullout strength pin Engineering (General). Civil engineering (General) Nanang Gunawan Wariyatno verfasserin aut Buntara Sthenly Gan verfasserin aut In Jurnal Teknik Sipil Institut Teknologi Bandung, 2017 23(2016), 3, Seite 189-196 (DE-627)1760616400 25492659 nnns volume:23 year:2016 number:3 pages:189-196 https://doi.org/10.5614/jts.2016.23.3.3 kostenfrei https://doaj.org/article/e3a06c0741114e6cbcf7fef9d77c9064 kostenfrei http://journals.itb.ac.id/index.php/jts/article/view/3581/1820 kostenfrei https://doaj.org/toc/0853-2982 Journal toc kostenfrei https://doaj.org/toc/2549-2659 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 23 2016 3 189-196 |
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10.5614/jts.2016.23.3.3 doi (DE-627)DOAJ052029131 (DE-599)DOAJe3a06c0741114e6cbcf7fef9d77c9064 DE-627 ger DE-627 rakwb eng ind TA1-2040 Yanuar Haryanto verfasserin aut Efektivitas Penambahan Pin Terhadap Kuat Cabut Tulangan Bambu Apus pada Beton Normal Struktural 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Bamboo is an alternative material that has the potential to be developed as a replacement for steel bars because bamboo has a tensile strength comparable to steel. However, there are constraints on the properties of the expansion and shrinkage of bamboo, which in its use as reinforcement, bamboo will expand due to the absorption of water in fresh concrete and then will shrink along with the evaporation of water in the process of drying concrete. Shrinkage in a bamboo cause a loss of bonding in bamboo and concrete that may cause a collapse. This paper discusses the effectiveness of the addition of a pin to the pullout strength of apus bamboo reinforcement on the structural normal concrte. The pin that was added is a steel wire that is implanted as a retaining when the shrinkage of bamboo reinforcement occur. The specimen was a concrete cylinder with a height of 20 cm and a diameter of 12 cm, analytical approach taken to equalize the dimensions of the bamboo with a diameter of 6 mm steel reinforcement. Variation of the number of pins used were 0, 2, 3 and 4. The results show that the ratio of the pullout strength of bamboo reinforcement with the addition of 3 pins, to the pullout strength of steel reinforcement is 1.01. The Addition of pin showed a high effectiveness to the pullout strength of apus bamboo reinforcement with a 92.22% infulence. Concrete effectiveness pullout strength pin Engineering (General). Civil engineering (General) Nanang Gunawan Wariyatno verfasserin aut Buntara Sthenly Gan verfasserin aut In Jurnal Teknik Sipil Institut Teknologi Bandung, 2017 23(2016), 3, Seite 189-196 (DE-627)1760616400 25492659 nnns volume:23 year:2016 number:3 pages:189-196 https://doi.org/10.5614/jts.2016.23.3.3 kostenfrei https://doaj.org/article/e3a06c0741114e6cbcf7fef9d77c9064 kostenfrei http://journals.itb.ac.id/index.php/jts/article/view/3581/1820 kostenfrei https://doaj.org/toc/0853-2982 Journal toc kostenfrei https://doaj.org/toc/2549-2659 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 23 2016 3 189-196 |
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10.5614/jts.2016.23.3.3 doi (DE-627)DOAJ052029131 (DE-599)DOAJe3a06c0741114e6cbcf7fef9d77c9064 DE-627 ger DE-627 rakwb eng ind TA1-2040 Yanuar Haryanto verfasserin aut Efektivitas Penambahan Pin Terhadap Kuat Cabut Tulangan Bambu Apus pada Beton Normal Struktural 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Bamboo is an alternative material that has the potential to be developed as a replacement for steel bars because bamboo has a tensile strength comparable to steel. However, there are constraints on the properties of the expansion and shrinkage of bamboo, which in its use as reinforcement, bamboo will expand due to the absorption of water in fresh concrete and then will shrink along with the evaporation of water in the process of drying concrete. Shrinkage in a bamboo cause a loss of bonding in bamboo and concrete that may cause a collapse. This paper discusses the effectiveness of the addition of a pin to the pullout strength of apus bamboo reinforcement on the structural normal concrte. The pin that was added is a steel wire that is implanted as a retaining when the shrinkage of bamboo reinforcement occur. The specimen was a concrete cylinder with a height of 20 cm and a diameter of 12 cm, analytical approach taken to equalize the dimensions of the bamboo with a diameter of 6 mm steel reinforcement. Variation of the number of pins used were 0, 2, 3 and 4. The results show that the ratio of the pullout strength of bamboo reinforcement with the addition of 3 pins, to the pullout strength of steel reinforcement is 1.01. The Addition of pin showed a high effectiveness to the pullout strength of apus bamboo reinforcement with a 92.22% infulence. Concrete effectiveness pullout strength pin Engineering (General). Civil engineering (General) Nanang Gunawan Wariyatno verfasserin aut Buntara Sthenly Gan verfasserin aut In Jurnal Teknik Sipil Institut Teknologi Bandung, 2017 23(2016), 3, Seite 189-196 (DE-627)1760616400 25492659 nnns volume:23 year:2016 number:3 pages:189-196 https://doi.org/10.5614/jts.2016.23.3.3 kostenfrei https://doaj.org/article/e3a06c0741114e6cbcf7fef9d77c9064 kostenfrei http://journals.itb.ac.id/index.php/jts/article/view/3581/1820 kostenfrei https://doaj.org/toc/0853-2982 Journal toc kostenfrei https://doaj.org/toc/2549-2659 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 23 2016 3 189-196 |
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10.5614/jts.2016.23.3.3 doi (DE-627)DOAJ052029131 (DE-599)DOAJe3a06c0741114e6cbcf7fef9d77c9064 DE-627 ger DE-627 rakwb eng ind TA1-2040 Yanuar Haryanto verfasserin aut Efektivitas Penambahan Pin Terhadap Kuat Cabut Tulangan Bambu Apus pada Beton Normal Struktural 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Bamboo is an alternative material that has the potential to be developed as a replacement for steel bars because bamboo has a tensile strength comparable to steel. However, there are constraints on the properties of the expansion and shrinkage of bamboo, which in its use as reinforcement, bamboo will expand due to the absorption of water in fresh concrete and then will shrink along with the evaporation of water in the process of drying concrete. Shrinkage in a bamboo cause a loss of bonding in bamboo and concrete that may cause a collapse. This paper discusses the effectiveness of the addition of a pin to the pullout strength of apus bamboo reinforcement on the structural normal concrte. The pin that was added is a steel wire that is implanted as a retaining when the shrinkage of bamboo reinforcement occur. The specimen was a concrete cylinder with a height of 20 cm and a diameter of 12 cm, analytical approach taken to equalize the dimensions of the bamboo with a diameter of 6 mm steel reinforcement. Variation of the number of pins used were 0, 2, 3 and 4. The results show that the ratio of the pullout strength of bamboo reinforcement with the addition of 3 pins, to the pullout strength of steel reinforcement is 1.01. The Addition of pin showed a high effectiveness to the pullout strength of apus bamboo reinforcement with a 92.22% infulence. Concrete effectiveness pullout strength pin Engineering (General). Civil engineering (General) Nanang Gunawan Wariyatno verfasserin aut Buntara Sthenly Gan verfasserin aut In Jurnal Teknik Sipil Institut Teknologi Bandung, 2017 23(2016), 3, Seite 189-196 (DE-627)1760616400 25492659 nnns volume:23 year:2016 number:3 pages:189-196 https://doi.org/10.5614/jts.2016.23.3.3 kostenfrei https://doaj.org/article/e3a06c0741114e6cbcf7fef9d77c9064 kostenfrei http://journals.itb.ac.id/index.php/jts/article/view/3581/1820 kostenfrei https://doaj.org/toc/0853-2982 Journal toc kostenfrei https://doaj.org/toc/2549-2659 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 23 2016 3 189-196 |
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Efektivitas Penambahan Pin Terhadap Kuat Cabut Tulangan Bambu Apus pada Beton Normal Struktural |
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Yanuar Haryanto |
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Jurnal Teknik Sipil |
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Yanuar Haryanto Nanang Gunawan Wariyatno Buntara Sthenly Gan |
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Yanuar Haryanto |
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10.5614/jts.2016.23.3.3 |
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verfasserin |
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efektivitas penambahan pin terhadap kuat cabut tulangan bambu apus pada beton normal struktural |
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TA1-2040 |
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Efektivitas Penambahan Pin Terhadap Kuat Cabut Tulangan Bambu Apus pada Beton Normal Struktural |
| abstract |
Bamboo is an alternative material that has the potential to be developed as a replacement for steel bars because bamboo has a tensile strength comparable to steel. However, there are constraints on the properties of the expansion and shrinkage of bamboo, which in its use as reinforcement, bamboo will expand due to the absorption of water in fresh concrete and then will shrink along with the evaporation of water in the process of drying concrete. Shrinkage in a bamboo cause a loss of bonding in bamboo and concrete that may cause a collapse. This paper discusses the effectiveness of the addition of a pin to the pullout strength of apus bamboo reinforcement on the structural normal concrte. The pin that was added is a steel wire that is implanted as a retaining when the shrinkage of bamboo reinforcement occur. The specimen was a concrete cylinder with a height of 20 cm and a diameter of 12 cm, analytical approach taken to equalize the dimensions of the bamboo with a diameter of 6 mm steel reinforcement. Variation of the number of pins used were 0, 2, 3 and 4. The results show that the ratio of the pullout strength of bamboo reinforcement with the addition of 3 pins, to the pullout strength of steel reinforcement is 1.01. The Addition of pin showed a high effectiveness to the pullout strength of apus bamboo reinforcement with a 92.22% infulence. |
| abstractGer |
Bamboo is an alternative material that has the potential to be developed as a replacement for steel bars because bamboo has a tensile strength comparable to steel. However, there are constraints on the properties of the expansion and shrinkage of bamboo, which in its use as reinforcement, bamboo will expand due to the absorption of water in fresh concrete and then will shrink along with the evaporation of water in the process of drying concrete. Shrinkage in a bamboo cause a loss of bonding in bamboo and concrete that may cause a collapse. This paper discusses the effectiveness of the addition of a pin to the pullout strength of apus bamboo reinforcement on the structural normal concrte. The pin that was added is a steel wire that is implanted as a retaining when the shrinkage of bamboo reinforcement occur. The specimen was a concrete cylinder with a height of 20 cm and a diameter of 12 cm, analytical approach taken to equalize the dimensions of the bamboo with a diameter of 6 mm steel reinforcement. Variation of the number of pins used were 0, 2, 3 and 4. The results show that the ratio of the pullout strength of bamboo reinforcement with the addition of 3 pins, to the pullout strength of steel reinforcement is 1.01. The Addition of pin showed a high effectiveness to the pullout strength of apus bamboo reinforcement with a 92.22% infulence. |
| abstract_unstemmed |
Bamboo is an alternative material that has the potential to be developed as a replacement for steel bars because bamboo has a tensile strength comparable to steel. However, there are constraints on the properties of the expansion and shrinkage of bamboo, which in its use as reinforcement, bamboo will expand due to the absorption of water in fresh concrete and then will shrink along with the evaporation of water in the process of drying concrete. Shrinkage in a bamboo cause a loss of bonding in bamboo and concrete that may cause a collapse. This paper discusses the effectiveness of the addition of a pin to the pullout strength of apus bamboo reinforcement on the structural normal concrte. The pin that was added is a steel wire that is implanted as a retaining when the shrinkage of bamboo reinforcement occur. The specimen was a concrete cylinder with a height of 20 cm and a diameter of 12 cm, analytical approach taken to equalize the dimensions of the bamboo with a diameter of 6 mm steel reinforcement. Variation of the number of pins used were 0, 2, 3 and 4. The results show that the ratio of the pullout strength of bamboo reinforcement with the addition of 3 pins, to the pullout strength of steel reinforcement is 1.01. The Addition of pin showed a high effectiveness to the pullout strength of apus bamboo reinforcement with a 92.22% infulence. |
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Efektivitas Penambahan Pin Terhadap Kuat Cabut Tulangan Bambu Apus pada Beton Normal Struktural |
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https://doi.org/10.5614/jts.2016.23.3.3 https://doaj.org/article/e3a06c0741114e6cbcf7fef9d77c9064 http://journals.itb.ac.id/index.php/jts/article/view/3581/1820 https://doaj.org/toc/0853-2982 https://doaj.org/toc/2549-2659 |
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