Analisis Lentur Balok Penampang T Berlubang Memanjang Menggunakan Metode Elemen Hingga Non-linier
<p>Numerical analysis is a time-, cost- and equipment-effective method to study the behavior of structures. ATENA is one of the available software-based on finite element method. Hollow cross section is one way to reduce the weight of concrete beam. The effect of holes on beam may reduce the b...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Universitas Muhammadiyah Yogyakarta
2015-12-01
|
| Series: | Semesta Teknika |
| Online Access: | https://journal.umy.ac.id/index.php/st/article/view/563 |
| _version_ | 1818509373548265472 |
|---|---|
| author | Praganif Sukarno Muslikh "." Djoko Sulistyo |
| author_facet | Praganif Sukarno Muslikh "." Djoko Sulistyo |
| author_sort | Praganif Sukarno |
| collection | DOAJ |
| description | <p>Numerical analysis is a time-, cost- and equipment-effective method to study the behavior of structures. ATENA is one of the available software-based on finite element method. Hollow cross section is one way to reduce the weight of concrete beam. The effect of holes on beam may reduce the bending resistance. The hollow beam was numerically modeled which and subsequently analyzed using the ATENA v.2.10 software. Material parameters being used as input data was obtained from laboratory tests, assuming that steel-concrete bond was prefect, and and the steel reinforcement was modeled as discrete. The results of numerical analysis of the ATENA were then compared with experimental test results on the flexural behavior and serviceability limit state of reinforced concrete hollow beams lengthwise (Amir, 2010), then study the variation of quality parameters of concrete and the hole size variations. The results shows that the collapse load of hollow beam reached only 96.71% and deflection reached 135.96%. Stiffness of hollow concrete beam was also showed a higher stiffness of the experiment. The crack pattern is flexural fracture and very much agree with that of the experiments. Test parameters of concrete quality variations as well as the hole size variation showed higher concrete quality/size of the hole will reduce the ductility of beam.</p> |
| first_indexed | 2024-12-10T22:44:39Z |
| format | Article |
| id | doaj.art-c84ea989ac744f45afc06431071c75dc |
| institution | Directory Open Access Journal |
| issn | 1411-061X 2502-5481 |
| language | English |
| last_indexed | 2024-12-10T22:44:39Z |
| publishDate | 2015-12-01 |
| publisher | Universitas Muhammadiyah Yogyakarta |
| record_format | Article |
| series | Semesta Teknika |
| spelling | doaj.art-c84ea989ac744f45afc06431071c75dc2022-12-22T01:30:37ZengUniversitas Muhammadiyah YogyakartaSemesta Teknika1411-061X2502-54812015-12-01141114465Analisis Lentur Balok Penampang T Berlubang Memanjang Menggunakan Metode Elemen Hingga Non-linierPraganif Sukarno0Muslikh "."1Djoko Sulistyo2Universitas Muhammadiyah YogyakartaUniversitas Gadjah MadaUniversitas Gadjah Mada<p>Numerical analysis is a time-, cost- and equipment-effective method to study the behavior of structures. ATENA is one of the available software-based on finite element method. Hollow cross section is one way to reduce the weight of concrete beam. The effect of holes on beam may reduce the bending resistance. The hollow beam was numerically modeled which and subsequently analyzed using the ATENA v.2.10 software. Material parameters being used as input data was obtained from laboratory tests, assuming that steel-concrete bond was prefect, and and the steel reinforcement was modeled as discrete. The results of numerical analysis of the ATENA were then compared with experimental test results on the flexural behavior and serviceability limit state of reinforced concrete hollow beams lengthwise (Amir, 2010), then study the variation of quality parameters of concrete and the hole size variations. The results shows that the collapse load of hollow beam reached only 96.71% and deflection reached 135.96%. Stiffness of hollow concrete beam was also showed a higher stiffness of the experiment. The crack pattern is flexural fracture and very much agree with that of the experiments. Test parameters of concrete quality variations as well as the hole size variation showed higher concrete quality/size of the hole will reduce the ductility of beam.</p>https://journal.umy.ac.id/index.php/st/article/view/563 |
| spellingShingle | Praganif Sukarno Muslikh "." Djoko Sulistyo Analisis Lentur Balok Penampang T Berlubang Memanjang Menggunakan Metode Elemen Hingga Non-linier Semesta Teknika |
| title | Analisis Lentur Balok Penampang T Berlubang Memanjang Menggunakan Metode Elemen Hingga Non-linier |
| title_full | Analisis Lentur Balok Penampang T Berlubang Memanjang Menggunakan Metode Elemen Hingga Non-linier |
| title_fullStr | Analisis Lentur Balok Penampang T Berlubang Memanjang Menggunakan Metode Elemen Hingga Non-linier |
| title_full_unstemmed | Analisis Lentur Balok Penampang T Berlubang Memanjang Menggunakan Metode Elemen Hingga Non-linier |
| title_short | Analisis Lentur Balok Penampang T Berlubang Memanjang Menggunakan Metode Elemen Hingga Non-linier |
| title_sort | analisis lentur balok penampang t berlubang memanjang menggunakan metode elemen hingga non linier |
| url | https://journal.umy.ac.id/index.php/st/article/view/563 |
| work_keys_str_mv | AT praganifsukarno analisislenturbalokpenampangtberlubangmemanjangmenggunakanmetodeelemenhingganonlinier AT muslikh analisislenturbalokpenampangtberlubangmemanjangmenggunakanmetodeelemenhingganonlinier AT djokosulistyo analisislenturbalokpenampangtberlubangmemanjangmenggunakanmetodeelemenhingganonlinier |