Evaluation of rigid pavement on apron of terminal 3 Soekarno-Hatta International Airport using finite element method
The development of transportation technology is indicated by the appearance of a new aircraft gear configuration, dual trim. The load repetitions of the movement of aircraft with dual-tridem gears, such as B-777-300ER aircraft with MTOW 28 tons, on Terminal 3 Soekarno-Hatta International Airport (SH...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2019-01-01
|
| Series: | MATEC Web of Conferences |
| Online Access: | https://www.matec-conferences.org/articles/matecconf/pdf/2019/19/matecconf_concern2018_03005.pdf |
| _version_ | 1818414793850093568 |
|---|---|
| author | Prawesti Pamahayu Suhendro Bambang Hapsoro Suryo |
| author_facet | Prawesti Pamahayu Suhendro Bambang Hapsoro Suryo |
| author_sort | Prawesti Pamahayu |
| collection | DOAJ |
| description | The development of transportation technology is indicated by the appearance of a new aircraft gear configuration, dual trim. The load repetitions of the movement of aircraft with dual-tridem gears, such as B-777-300ER aircraft with MTOW 28 tons, on Terminal 3 Soekarno-Hatta International Airport (SHIA) apron may cause pavement deformation, resulting in long-term fatigue and structural failures. Therefore, the performance of the existing rigid pavements to hold the loads for the next 20 years should be evaluated. Firstly, the equivalent annual departure and coverage of the aircraft in the airport up to 2037 is calculated. Next, the existing rigid pavement structure of the apron in the airport is modeled using a finite element method to calculate thermal stress and fatigue analysis for either the dowel or the slab. Our study result shows that the coverage value for the next 20 years is 86,534 with the maximum deflection of 0.055 mm and the maximum stress of 0.496834 MPa. The calculated thermal stress is 1.55 MPa, resulting in load repetition for the slab 1,241,484 and an infinite load repetition for the dowel. |
| first_indexed | 2024-12-14T11:24:45Z |
| format | Article |
| id | doaj.art-296bbf8d28d0402f8fa25b2d4a2f73fe |
| institution | Directory Open Access Journal |
| issn | 2261-236X |
| language | English |
| last_indexed | 2024-12-14T11:24:45Z |
| publishDate | 2019-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | MATEC Web of Conferences |
| spelling | doaj.art-296bbf8d28d0402f8fa25b2d4a2f73fe2022-12-21T23:03:35ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012700300510.1051/matecconf/201927003005matecconf_concern2018_03005Evaluation of rigid pavement on apron of terminal 3 Soekarno-Hatta International Airport using finite element methodPrawesti PamahayuSuhendro BambangHapsoro SuryoThe development of transportation technology is indicated by the appearance of a new aircraft gear configuration, dual trim. The load repetitions of the movement of aircraft with dual-tridem gears, such as B-777-300ER aircraft with MTOW 28 tons, on Terminal 3 Soekarno-Hatta International Airport (SHIA) apron may cause pavement deformation, resulting in long-term fatigue and structural failures. Therefore, the performance of the existing rigid pavements to hold the loads for the next 20 years should be evaluated. Firstly, the equivalent annual departure and coverage of the aircraft in the airport up to 2037 is calculated. Next, the existing rigid pavement structure of the apron in the airport is modeled using a finite element method to calculate thermal stress and fatigue analysis for either the dowel or the slab. Our study result shows that the coverage value for the next 20 years is 86,534 with the maximum deflection of 0.055 mm and the maximum stress of 0.496834 MPa. The calculated thermal stress is 1.55 MPa, resulting in load repetition for the slab 1,241,484 and an infinite load repetition for the dowel.https://www.matec-conferences.org/articles/matecconf/pdf/2019/19/matecconf_concern2018_03005.pdf |
| spellingShingle | Prawesti Pamahayu Suhendro Bambang Hapsoro Suryo Evaluation of rigid pavement on apron of terminal 3 Soekarno-Hatta International Airport using finite element method MATEC Web of Conferences |
| title | Evaluation of rigid pavement on apron of terminal 3 Soekarno-Hatta International Airport using finite element method |
| title_full | Evaluation of rigid pavement on apron of terminal 3 Soekarno-Hatta International Airport using finite element method |
| title_fullStr | Evaluation of rigid pavement on apron of terminal 3 Soekarno-Hatta International Airport using finite element method |
| title_full_unstemmed | Evaluation of rigid pavement on apron of terminal 3 Soekarno-Hatta International Airport using finite element method |
| title_short | Evaluation of rigid pavement on apron of terminal 3 Soekarno-Hatta International Airport using finite element method |
| title_sort | evaluation of rigid pavement on apron of terminal 3 soekarno hatta international airport using finite element method |
| url | https://www.matec-conferences.org/articles/matecconf/pdf/2019/19/matecconf_concern2018_03005.pdf |
| work_keys_str_mv | AT prawestipamahayu evaluationofrigidpavementonapronofterminal3soekarnohattainternationalairportusingfiniteelementmethod AT suhendrobambang evaluationofrigidpavementonapronofterminal3soekarnohattainternationalairportusingfiniteelementmethod AT hapsorosuryo evaluationofrigidpavementonapronofterminal3soekarnohattainternationalairportusingfiniteelementmethod |