Behavior analysis of deformation changes after sagging on the Telaga Abadi suspension bridge

Efendi, Aco Wahyudi

doi:10.32487/nuce.v1i1.389

Cited by 3 publications

(3 citation statements)

References 1 publication

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“…In this study the researchers compared the stresses that occur in the buffer stop construction on railroads that will be impacted by a load of 1000000 N with the kinetic energy equation of around 869,000.00 Nmm where the speed of the train at the time of impact is 15 km/h, from the results of this impact load it will produce stresses and lateral deformations in the buffer stop and will notice the change in behavior that occurs when the buffer stop head is changed to a rubber material. The load used is a load of 100 tons or 1000,000 N with a web profile thickness of 8 mm and a flange of 12 mm, while for the stop buffer the thickness of the head buffer is 40 mm and the head buffer wall is 20 mm while the material used in the modeling is as following [15] [16]. As for the modeling carried out, it can be seen in Figure 1 below that it adjusts one of the fixid type block stops.…”

Section: Resultsmentioning

confidence: 99%

Buffer stops behavior due to rail impact loads with LISA FEA

Efendi

Weijia

2023

jrtt

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The buffer stop also offers a gradual deceleration to the train, lowering the chance of passenger harm and railway damage. The buffer stop's conduct is critical for the train system's safety and integrity. The researcher conducted an analysis of the behavior of the buffer stop after being hit by an oncoming train and experienced failure in braking by using solid steel materials and with an additional layer of rubber on the head end of the train stop buffer. With reference to the impact force parameters that have been calculated in previous studies so that it can be viewed from the stress that occurs and the value of the lateral movement that occurs at the buffer stops.From the results of the analysis of this study it is known that an increase in the ability of the buffer stops by replacing steel material with rubber does not provide a significant increase, however, thickening the flange and web of the buffer stops provides a significant increase in capability with a ratio of 3,582 to the applied stress. and increased ability to reduce the length of the drift by a ratio of 2,478.

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Section: Resultsmentioning

confidence: 99%

Buffer stops behavior due to rail impact loads with LISA FEA

Efendi

Weijia

2023

jrtt

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“…For each case, an internal intensity generator is used, and the volume of the entire floor piece is considered the intensity source. Applying limit conditions to a line component model should be done with caution [9]- [15].…”

Section: Finite Element Methodsmentioning

confidence: 99%

Repair analysis of Pinang Bridge oprit subsidence with mortar form using LISA FEA

Efendi

2022

RIGID

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Mortar foam is one of the best alternatives to embankment soil, with a smaller load and very fast work, the use of this technology has been applied in several locations with small soil bearing capacity and requires time and cost efficient repairs, foam mortar has been used under construction of a road in Central Kalimantan and is still in good condition. This research was carried out to make improvements with the help of the Finite element method software using LISA FEA V.8. It may offer great information in calculating the stress levels that happen in the elements examined linearly and nonlinearly when examining the behavior of elements. For the selection of a very good oprit material, it tends to use mortar foam material because the material has contributed significantly to the carrying capacity of the oprit where from the deformation analysis and also the stresses that occur, the mortar foam material provides a fairly small deformation.

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“…An inner intensity generator is utilized for each situation, and the volume of the whole floor piece is thought to be the intensity source. Care ought to be taken while applying limit conditions to a line component model [18] to [26].…”

Section: Lisamentioning

confidence: 99%

Behavior of Rail Ballast Layer Using Mortar Foam with LISA-FEA

Efendi

Rachman

2022

jrtt

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In the development of railroads, geosynthetics can be introduced in or under the stabilizer layer or sub ballast, foam mortar has become one of the trends in the construction sector in replacing the foundation layer as an excellent alternative. The researcher conducted a comparative analysis on railroad ballast by using a substitute for conventional railroad ballast material, namely granular material using mortar foam, conducting research on the stresses that occur and the value of the decrease that occurs in ballast using mortar foam. From the results of the analysis of this study, it was found that there was an increase in the ability of ballast with mortar foam material compared to granular material, the decrease in stress that occurred and a decrease in the deformation value in railroad construction gave an option to use conventional ballast substitutes.

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Behavior analysis of deformation changes after sagging on the Telaga Abadi suspension bridge

Cited by 3 publications

References 1 publication

Buffer stops behavior due to rail impact loads with LISA FEA

Buffer stops behavior due to rail impact loads with LISA FEA

Repair analysis of Pinang Bridge oprit subsidence with mortar form using LISA FEA

Behavior of Rail Ballast Layer Using Mortar Foam with LISA-FEA

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