Melola Discovery

← Melola Discovery

Jurnal SINTA 1

Verification of urban light rail transit (LRT) bogie frame structure design lifetime under variable fatigue loads

Mechanical Engineering for Society and Industry · Vol. 2 No. 1 (2022) · hlm. 42–53

DOI
10.31603/mesi.6938
ISSN
2798-5245
Terbit
2022-04-18
Penerbit
Universitas Muhammadiyah Magelang
Bahasa
en

Abstrak

The bogie frame is the main structure of the train that supports the train's loads during its operation. These structures are subject to fatigue testing to ensure their design life is up to the required standards. The urban light rail transit (LRT) bogie frame used in the Greater Jakarta area is newly designed and manufactured by a commercial railway rolling stock manufacturer. The design lifetime of this newly designed bogie frame structure under various fatigue load conditions is verified experimentally by fatigue testing. Testing and evaluations were conducted following the EN 13749 standard and VDV recommendation. The fatigue test of the urban LRT bogie frame structure was carried out in the test hall of the BPPT Structural Strength Technology Center (B2TKS) using a combination of seven loadings. The bogie frame was subjected to two variable types of fatigue loads, namely driving in curves and passing points (switches), with 2,000,000 cycles, 4,000,000 cycles, and 6,000,000 cycles of fatigue loadings. The parameter measured on the bogie frame structure is the strain value during the test using a dynamic data logger. The stress values analyzed are the average stress and the stress amplitude and then plotted on the maximum and minimum stress curve. The bogie structure is inspected by the non-destructive test method in all areas of its welded joints. This inspection is carried out before and after the test to ensure whether there are cracks caused by fatigue loads. The results of the fatigue test on the bogie structure under the variable fatigue load conditions show that the maximum stress value of 91.71 MPa at 1,500,000 cycles, that occurs during the test, does not exceed the fatigue limit of the material, and there are no cracks in the structure after the test is carried out for up to 6,000,000 cycles.

Kata kunci

Jaringan kolaborasi para penulis

40 penulis · 127 tautan kepenulisan bersama · menampilkan 40 yang paling banyak terhubung

Arahkan kursor atau ketuk sebuah nama untuk menyorot rekan penulisnya. Klik dua kali untuk membuka halaman penulis.

  • Universitas Halu Oleo
  • Badan Pengkajian dan Penerapan Teknologi
  • Afiliasi tidak diketahui
  • Organisasi berbeda
  • Organisasi sama
  • Afiliasi tidak diketahui
  • Garis lebih tebal = lebih banyak artikel bersama · lingkaran lebih besar = lebih banyak artikel
Tampilkan sebagai tabel
Rekan penulisOrganisasiArtikel bersama
Mustasyar PerkasaAfiliasi tidak diketahui8
Ogi IvanoAfiliasi tidak diketahui7
Makmuri NuraminAfiliasi tidak diketahui7
Muchamad GozaliAfiliasi tidak diketahui6
Wahyu SulistiyoAfiliasi tidak diketahui4
Arief SetyawanAfiliasi tidak diketahui4
Muji SetiyoAfiliasi tidak diketahui3
Danardono Agus SumarsonoAfiliasi tidak diketahui3
Stevanus Brian KristiantoAfiliasi tidak diketahui3
Mohammad AdhityaAfiliasi tidak diketahui3
Lukyawan Pama DeprianAfiliasi tidak diketahui3
Muliha HalimUniversitas Halu Oleo2
Abubakar AbubakarAfiliasi tidak diketahui2
Halimatus Khalidawati SalmahAfiliasi tidak diketahui2
Muhammad Ramadhana AlfarisAfiliasi tidak diketahui2
M. RosyidiAfiliasi tidak diketahui2
Ridho DwimansyahAfiliasi tidak diketahui2
Adrianus AdrianusAfiliasi tidak diketahui1
Yosehi MekiuwAfiliasi tidak diketahui1
Abdul RizalAfiliasi tidak diketahui1
Paul Adryani MoentoAfiliasi tidak diketahui1
Mani YusufAfiliasi tidak diketahui1
Muh. YusufUniversitas Halu Oleo1
Hasmira HasmiraAfiliasi tidak diketahui1
Mursidin MursidinAfiliasi tidak diketahui1
Sarpin SarpinAfiliasi tidak diketahui1
Rifai NurAfiliasi tidak diketahui1
Amsan AmsanAfiliasi tidak diketahui1
Stin RompasAfiliasi tidak diketahui1
Indarwati Suhariati NingsihAfiliasi tidak diketahui1
Nana SumarnaAfiliasi tidak diketahui1
Zulaeha IsmailAfiliasi tidak diketahui1

Afiliasi berasal dari OpenAlex; metadata OAI-PMH jurnal tidak memuatnya. Penulis tanpa ID OpenAlex dicocokkan berdasarkan nama, sehingga dua orang bisa tergabung atau satu orang bisa terpisah.

Sumber metadata: OAI-PMH (metadata jurnal) https://journal.unimma.ac.id/index.php/mesi/oai, pertama di-harvest 9 Nov 2026, terakhir terlihat 9 Nov 2026.
Metadata asli (oai_dc) 
<oai_dc:dc xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/  http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
	<dc:title xml:lang="en">Verification of urban light rail transit (LRT) bogie frame structure design lifetime under variable fatigue loads</dc:title>
	<dc:creator xml:lang="en">Karmiadji, Djoko Wahyu</dc:creator>
	<dc:creator xml:lang="en">Haryanto, Budi</dc:creator>
	<dc:creator xml:lang="en">Anwar, Anwar</dc:creator>
	<dc:creator xml:lang="en">Prasetyo, Budi</dc:creator>
	<dc:creator xml:lang="en">Irawadi, Yudi</dc:creator>
	<dc:creator xml:lang="en">Farid, Abdul Rohman</dc:creator>
	<dc:creator xml:lang="en">Karmiadji, Isach W.Z.</dc:creator>
	<dc:creator xml:lang="en">Ahmad, Hijaz</dc:creator>
	<dc:subject xml:lang="en">Bogie frame</dc:subject>
	<dc:subject xml:lang="en">Fatigue</dc:subject>
	<dc:subject xml:lang="en">Mean stress</dc:subject>
	<dc:subject xml:lang="en">Amplitude stress</dc:subject>
	<dc:subject xml:lang="en">Crack</dc:subject>
	<dc:description xml:lang="en">The bogie frame is the main structure of the train that supports the train's loads during its operation. These structures are subject to fatigue testing to ensure their design life is up to the required standards. The urban light rail transit (LRT) bogie frame used in the Greater Jakarta area is newly designed and manufactured by a commercial railway rolling stock manufacturer. The design lifetime of this newly designed bogie frame structure under various fatigue load conditions is verified experimentally by fatigue testing. Testing and evaluations were conducted following the EN 13749 standard and VDV recommendation. The fatigue test of the urban LRT bogie frame structure was carried out in the test hall of the BPPT Structural Strength Technology Center (B2TKS) using a combination of seven loadings. The bogie frame was subjected to two variable types of fatigue loads, namely driving in curves and passing points (switches), with 2,000,000 cycles, 4,000,000 cycles, and 6,000,000 cycles of fatigue loadings. The parameter measured on the bogie frame structure is the strain value during the test using a dynamic data logger. The stress values analyzed are the average stress and the stress amplitude and then plotted on the maximum and minimum stress curve. The bogie structure is inspected by the non-destructive test method in all areas of its welded joints. This inspection is carried out before and after the test to ensure whether there are cracks caused by fatigue loads. The results of the fatigue test on the bogie structure under the variable fatigue load conditions show that the maximum stress value of 91.71 MPa at 1,500,000 cycles, that occurs during the test, does not exceed the fatigue limit of the material, and there are no cracks in the structure after the test is carried out for up to 6,000,000 cycles.</dc:description>
	<dc:publisher xml:lang="en">Universitas Muhammadiyah Magelang</dc:publisher>
	<dc:date>2022-04-18</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://journal.unimma.ac.id/mesi/article/view/6938</dc:identifier>
	<dc:identifier>10.31603/mesi.6938</dc:identifier>
	<dc:source xml:lang="en">Mechanical Engineering for Society and Industry; Vol. 2 No. 1 (2022); 42-53</dc:source>
	<dc:source>2798-5245</dc:source>
	<dc:language>en</dc:language>
	<dc:relation>https://journal.unimma.ac.id/mesi/article/view/6938/3246</dc:relation>
	<dc:rights xml:lang="en">Copyright (c) 2022 Djoko Wahyu Karmiadji, Budi Haryanto, Anwar Anwar, Budi Prasetyo, Yudi Irawadi, Abdul Rohman Farid, Isach W.Z. Karmiadji, Hijaz Ahmad</dc:rights>
</oai_dc:dc>