Abstrak - NAQIYA FADLILATUN NISA
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
COVER - Naqiya Fadlilatun Nisa
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
BAB 1 - Naqiya Fadlilatun Nisa
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
BAB 2 - Naqiya Fadlilatun Nisa
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
BAB 3 - Naqiya Fadlilatun Nisa
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
BAB 4 - Naqiya Fadlilatun Nisa
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
BAB 5 - Naqiya Fadlilatun Nisa
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
DAFTAR PUSTAKA - Naqiya Fadlilatun Nisa
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
High-speed trains are one of the land transportation modes being developed in
several countries, including Indonesia. The structure of the high-speed train uses
aluminum. Aluminum does not have an endurance limit, making fatigue a critical
issue in this structure. Fatigue caused by loading can lead to crack initiation,
significantly affecting the overall structural integrity.
A static load simulation was conducted numerically using ABAQUS software. The
static load simulation was performed by applying a vertical load while the train
body was under full passenger load conditions. The static simulation showed that
the high-speed train body meets the requirements of Peraturan Menteri No. 7. The
tensile and shear stress results were 82.36 MPa and 29.2 MPa, respectively, at
25.97% and 9.21% of its yield stress limit. The natural frequency of bending mode
exceeded the minimum requirement with a simulation result of 14 Hz. The
simulation result for chamber changes -3.4 mm had a 7% deviation from the
experimental result.
A dynamic load simulation was conducted using ABAQUS for 10 seconds with
force and displacement inputs. The force input produced a stable oscillating stresstime
history, while the displacement input showed divergence (amplified). The
inertia effect significantly influences the stress-time history in dynamic simulations.
If the loading configuration depends solely on pressure, the stress-time history will
decay overtime due to the absence of inertial forces. Point mass loading generates
inertial forces that introduce oscillatory behavior into the system, creating dynamic
stress fluctuations. Rainflow counting analysis revealed several locations with high
stress range values, points 4, 5, 8, 9, and 13. The highest stress range was found at
location 4, a weld point that triggered a geometric stress concentration effect and
localized stress due to a mass attachment. At location 4, the structure experienced
very rapid failure. Furthermore, the load configuration significantly impacts fatigue
life calculations.
Perpustakaan Digital ITB