Akibat Jalan Berlubang Oleh: Muhammad Syakir Ihsan 2108100703 - - PowerPoint PPT Presentation

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Akibat Jalan Berlubang Oleh: Muhammad Syakir Ihsan 2108100703 - - PowerPoint PPT Presentation

Analisa Kekuatan Lengan Ayun pada Kendaraan Hybrid Roda Tiga Sapujagad ITS terhadap Beban Kejut Akibat Jalan Berlubang Oleh: Muhammad Syakir Ihsan 2108100703 Pembimbing: Dr. Ir. Agus Sigit Pramono, DEA Latar Belakang Rumusan Masalah


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SLIDE 1

Analisa Kekuatan Lengan Ayun pada Kendaraan Hybrid Roda Tiga Sapujagad ITS terhadap Beban Kejut Akibat Jalan Berlubang

Oleh: Muhammad Syakir Ihsan 2108100703 Pembimbing:

  • Dr. Ir. Agus Sigit Pramono, DEA
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SLIDE 2

Latar Belakang

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SLIDE 3

Rumusan Masalah

  • Distribusi tegangan
  • Kekuatan
  • Aman / tidak untuk digunakan
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SLIDE 4

Batasan Masalah

  • Kendaraan HyVi Sapujagad
  • 2 orang penumpang @ 100 kg
  • Profil jalan sinusoidal dengan ketinggian 50 mm, 100mm, 150 mm

dan 200 mm

  • Kecepatan kendaraan sebesar 100 km/jam
  • Ban menapak sempurna pada jalan
  • CG dan CP berhimpit
  • Gaya samping dan gaya angkat akibat angin diabaikan
  • Material yang digunakan bersifat isotropic
  • Tidak terjadi perubahan temperatur pada lingkungan
  • Tipe analisa yang digunakan adalah transient structural
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SLIDE 5

Tujuan Penelitian

  • Mengetahui distribusi tegangan pada lengan ayun akibat jalan

berlubang

  • Mengetahui keamanan dari lengan ayun
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SLIDE 6
  • Konfigurasi Delta :

1 roda depan + 2 roda belakang

  • Konfigurasi Tadpole/Reverse-trike

2 roda depan + 1 roda belakang

Perkembangan Kendaraan Roda Tiga

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SLIDE 7

Material Lengan Ayun

Aluminium Alloy tipe 6061 โ€“O dengan ketebalan plat 3 mm Sifat fisik material:

  • Kepadatan

: 2,7 g/mm

  • Kekerasan Brinnel: 30
  • UTS

: 124 MPa

  • YTS

: 55,2 MPa

  • Modulus Elastis

: 68,9 Gpa

  • Poissons Ratio

: 0,333

  • CTE

: 23,6 ฮผm/m.0C

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SLIDE 8

Spesifikasi Teknis HyVI Sapujagad

Dimensi Panjang 3300 mm Lebar 1700 mm Tinggi 1200 mm Ground Clearance 200 mm Wheel Base 2200 mm Track Width 1400 mm Diameter Roda 560 mm Berat Massa kendaraan 284,358kg Masa penumpang 100kg x 2 orang Massa total 484,358kg Berat total 4751,55N Aerodinamika Luasan Frontal (Af) 1,7 m2 Massa Jenis Udara 1,23 kg/m3 Koefisien Drag 0,3

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SLIDE 9

Spesifikasi Teknis HyVI Sapujagad

Roda Jumlah roda 3 Jenis ban Radial Jari-jari roda 280 mm Kekakuan ban 172754,1 N/m Suspensi Roll center 0,26 m Suspensi depan 50.722,16 N/m Suspensi belakang 58.525,57 N/m Posisi center of gravity Posisi a 0,9 m Posisi b 1,3 m Posisi h 0,55 m

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SLIDE 10

Penentuan Titik Berat Kendaraan

Posisi Longitudinal ๐‘ฟ = ๐‘ฟ๐’ˆ + ๐‘ฟ๐’” ๐’ƒ = ๐’ƒ + ๐’„ ๐‘ฟ๐’” ๐‘ฟ๐’ˆ + ๐‘ฟ๐’” ๐œ = ๐’ƒ + ๐’„ ๐‘ฟ๐’ˆ ๐‘ฟ๐’ˆ + ๐‘ฟ๐’”

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SLIDE 11

Gaya Hambat Udara

๐บ๐‘’ = 1 2 ๐ท๐‘’. ๏ฒ. ๐‘Š

๐‘

  • 2. ๐ต๐‘”
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SLIDE 12

Lateral Transfer Load

Fz z y Fc cos ฮฑ Wr

๐‘ฎ๐’œ๐’” = ๐‘ฟ๐’”

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SLIDE 13

Longitudinal Transfer Load

๐‘ฎ๐’•๐’ˆ = ๐’๐’•๐’ˆ. ๐’„ . ๐Ž ๐‘ฎ๐’•๐’ˆ = ๐Ÿ‘๐’๐’•๐’ˆ. ๐’ƒ. ๐’•๐’‹๐’ ๐Ž

๐‘ฎ๐’œ๐’” = โˆ’ ๐‘ฎ๐’…. ๐ญ๐ฃ๐จ ๐œธ โˆ’ ๐‘ฎ๐’† . ๐’Š ๐’ƒ + ๐’„ + ๐‘ฎ๐’… ๐ญ๐ฃ๐จ ๐œธ โˆ’ ๐‘ฎ๐’† . ๐’”๐’… + ๐‘ฟ. ๐’”๐’…. ๐Ž ๐’ƒ + ๐’„

๐Ž = ๐‘ฎ๐’… ๐ญ๐ฃ๐จ ๐œธ โˆ’ ๐‘ฎ๐’† . ๐’”๐’… ๐’๐’•๐’”. ๐’„๐Ÿ‘ + ๐Ÿ‘๐’๐’•๐’ˆ. ๐’ƒ๐Ÿ‘ โˆ’ ๐‘ฟ. ๐’”๐’…

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SLIDE 14

Total Gaya Vertikal pada Roda Belakang

๐‘ฎ๐’œ๐’” = ๐‘ฟ๐’” โˆ’ ๐‘ฎ๐’…. ๐’•๐’‹๐’ ๐œธ โˆ’ ๐‘ฎ๐’† . ๐’Š ๐’ƒ + ๐’„ + ๐‘ฎ๐’…๐’•๐’‹๐’ ๐œธ โˆ’ ๐‘ฎ๐’† . ๐’”๐’… + ๐‘ฟ. ๐’”๐’…. ๐Ž ๐’ƒ + ๐’„

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SLIDE 15

Gaya Impact Akibat Lubang

๐ผ๐‘ = ๐ฝ๐‘ž ๐‘  + ๐‘›๐‘ . ๐‘  โˆ’ ๐‘™ . ๐‘ค1 ๐ผ๐‘

โ€ฒ = ๐ฝ๐‘ž

๐‘  + ๐‘›๐‘ . ๐‘  . ๐‘ค1โ€ฒ ๐‘ค1โ€ฒ = ๐ฝ๐‘ž + ๐‘›๐‘ . ๐‘ . ๐‘  โˆ’ ๐‘™ ๐ฝ๐‘ ๐‘ค1 ๐บ๐‘—๐‘›๐‘ž๐‘Œ. ๐‘ข = ๐‘›๐‘ . ๐‘ค1๐‘ฆ

โ€ฒ โˆ’ ๐‘ค1๐‘ฆ

๐บ๐‘—๐‘›๐‘ž๐‘Ž. ๐‘ข = ๐‘›๐‘ . ๐‘ค1๐‘จ

โ€ฒ โˆ’ ๐‘ค1๐‘จ

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SLIDE 16

Gaya Impact Akibat Lubang

1 2 . ๐ฝ๐‘. ๐œ•12 = 1 2 . ๐ฝ๐‘. ๐œ•1โ€ฒ2 + 1 2 . ๐‘™๐‘ก๐‘” ๐‘๐‘๐‘œ. ๐‘ฆ2 ๐‘๐‘ฆ = ๐‘ค๐‘ฆโ€ฒ2 โˆ’ ๐‘ค๐‘ฆ2

  • 2. ๐‘ฆ. cos ๐›ฝ

๐‘ข = ๐‘ค๐‘ฆโ€ฒ โˆ’ ๐‘ค๐‘ฆ ๐‘๐‘ฆ

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SLIDE 17

Gaya Impact Akibat Lubang

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SLIDE 18

Teori Kegagalan

Teori Kegagalan Tegangan Geser Maksimum: ๐Š๐’๐’ƒ๐’š โ‰ค

๐‘ป๐’›๐’• ๐‘ถ atau ๐Š๐’๐’ƒ๐’š โ‰ค ๐‘ป๐’—๐’• ๐‘ถ

Teori Kegagalan Maximum Distorsion Energy Theory(Von Misses) ๐‘ป๐’›๐’’ โ‰ฅ ๐Ÿ ๐Ÿ‘ ๐‰๐Ÿ โˆ’ ๐‰๐Ÿ‘ ๐Ÿ‘ + ๐‰๐Ÿ‘ โˆ’ ๐‰๐Ÿ’ ๐Ÿ‘ + ๐‰๐Ÿ’ โˆ’ ๐‰๐Ÿ ๐Ÿ‘

๐Ÿ ๐Ÿ‘

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SLIDE 19

Prosedur Penelitian

  • Melakukan studi literature tentang kendaraan roda tiga dan

perkembangannya

  • Membuat permodelan lengan ayun menggunakan CAD Software
  • Melakukan perhitungan gaya-gaya yang akan diterima oleh

lengan ayun

  • Melakukan simulasi pengujian lengan ayun menggunakan FEA

Software

  • Melakukan plotting hasil simulasi pengujian
  • Menganalisa hasil simulasi pengujian
  • Mengambil kesimpulan mengenai hasil analisa yang didapatkan
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SLIDE 20

Flow Chart Penelitian

Start Studi Literatur Data kendaraan Permodelan rangka lengan ayun menggunakan CAD Software Perhitungan gaya- gaya yang diterima

  • leh model

Masukkan model CAD software ke dalam FEA software Plotting hasil Analisa hasil simulasi Finish

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SLIDE 21

Flow Chart Perhitungan Gaya

Start Menghitung CG Data kendaraan Menghitung Gaya Dorong Menghitung Gaya Momen pada kendaraan (Fc, Mr, Mp, Fd) Menghitung Gaya Reaksi pada Ban Belakang Menghitung Gaya Reaksi pada Ban Belakang akibat Tambahan Beban Impact Mencari Perubahan Ketinggian Lengan Ayun Plot Hasil Perhitungan Finish

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SLIDE 22

Flow Chart Simulasi

Start Material properties Input model Simulasi transient structural Analisa hasil Plotting hasil Finish

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SLIDE 23

Contoh Perhitungan

  • Berat roda depan

๐‘‹

๐‘” = ๐‘‹.๐‘ ๐‘+๐‘

๐‘‹

๐‘” = 4751,55๐‘‚ . 1,3๐‘› 2,2๐‘›

= 2807,735๐‘‚

  • Berat roda belakang

๐‘‹

๐‘  = ๐‘‹.๐‘ ๐‘+๐‘

๐‘‹

๐‘  = 4751,55๐‘‚ . 0,9๐‘› 2,2๐‘›

= 1943,817๐‘‚

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SLIDE 24

Contoh Perhitungan

  • Gaya hambatan angin

๐บ๐‘’ = 1

2 ๐ท๐‘’. ๏ฒ. ๐‘Š ๐‘

  • 2. ๐ต๐‘”

๐บ๐‘’ = 1

2 . 0,3 . 1,23 ๐‘™๐‘• ๐‘›3 . 27,778 ๐‘› ๐‘ก 2

. 1,7๐‘›2 ๐บ๐‘’ = 242,01 ๐‘‚

  • Menhitung sudut angguk

sin ๐œ” =

๐บ

๐‘‘sin ๐›พโˆ’๐บ๐‘’ .๐‘ ๐‘‘

๐‘™๐‘ก๐‘ .๐‘2+2๐‘™๐‘ก๐‘”.๐‘2โˆ’๐‘‹.๐‘ ๐‘‘

sin ๐œ” =

0โˆ’242,01๐‘‚ .0,26๐‘› 28.526,57๐‘‚/๐‘›. 1,3๐‘› 2+2.50.722,16๐‘‚/๐‘›. 0,9๐‘› 2โˆ’4751,55๐‘‚.0,26๐‘›

sin ๐œ” = โˆ’0,00035

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SLIDE 25

Contoh Perhitungan

  • Gaya reaksi pada ban belakang

๐บ

๐‘จ๐‘  = ๐‘‹ ๐‘  โˆ’ ๐บ

๐‘‘.sin ๐›พโˆ’๐บ๐‘’ .โ„Ž

๐‘+๐‘

+

๐บ

๐‘‘sin ๐›พโˆ’๐บ๐‘’ .๐‘ ๐‘‘+ ๐‘‹.๐‘ ๐‘‘.sin ๐œ”

๐‘+๐‘

๐บ

๐‘จ๐‘  = 1943,81๐‘‚ โˆ’ โˆ’242,01๐‘‚ .0,55๐‘›+ โˆ’242,01๐‘‚ .0,26๐‘›+ 4751,55๐‘‚.0,26๐‘›.โˆ’0,00035 2,2๐‘›

๐บ

๐‘จ๐‘  = 2033,38๐‘‚

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SLIDE 26

Gaya Impact

  • Momen inersia ban pada titik pusat

๐ฝ๐‘ž =

1 2 . ๐‘›๐‘ . ๐‘ 2 = 1 2 . ๐‘‹

๐‘ 

๐‘• . ๐‘ 2

๐ฝ๐‘ž =

1 2 . 1943,817๐‘‚ 9,81๐‘› ๐‘ก2 . 0,28๐‘› 2

๐ฝ๐‘ž = 7,77๐‘‚๐‘›/๐‘ก2

  • Momen inersia ban ketika menggelinding

๐ฝ๐‘ = ๐ฝ๐‘ž + ๐‘›๐‘ . ๐‘ 2 ๐ฝ๐‘ = 7,77๐‘‚๐‘› ๐‘ก2 +

1943,817๐‘‚ 9,81๐‘› ๐‘ก2 . 0,28๐‘› 2

๐ฝ๐‘ = 23,3๐‘‚๐‘›/๐‘ก2

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SLIDE 27

Gaya Impact

  • Kecepatan setelah tumbukan

๐‘ค1โ€ฒ =

๐ฝ๐‘ž ๐‘  +๐‘›๐‘ . ๐‘ โˆ’๐‘™ ๐ฝ๐‘ž ๐‘  +๐‘›๐‘ .๐‘ 

๐‘ค1 =

๐ฝ๐‘ž+๐‘›๐‘ .๐‘ . ๐‘ โˆ’๐‘™ ๐ฝ๐‘

๐‘ค1 ๐‘ค1โ€ฒ =

7,77๐‘‚๐‘›/๐‘ก2+1943,817๐‘‚

9,81๐‘› ๐‘ก2 .0,28๐‘›. 0,28๐‘›โˆ’0,05๐‘›

23,3๐‘‚๐‘›/๐‘ก2

. 27,778๐‘›/๐‘ก ๐‘ค1โ€ฒ = 24,47๐‘›/๐‘ก ๐‘ค1๐‘ฆ

โ€ฒ

= ๐‘ค1

โ€ฒ. cos ๐›พ

๐‘ค1๐‘ฆ

โ€ฒ

= 24,47 ๐‘›

๐‘ก . cos 34,770 = 20,1๐‘›/๐‘ก

๐‘ค1๐‘จ

โ€ฒ = ๐‘ค1 โ€ฒ. sin ๐›พ

๐‘ค1๐‘จ

โ€ฒ = 24,47 ๐‘› ๐‘ก . sin 34,770 = 13,95๐‘›/๐‘ก

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SLIDE 28

Gaya Impact

  • Waktu tumbukan

โˆ†๐‘ฆ =

๐ฝ๐‘.๐œ•12โˆ’๐ฝ๐‘.๐œ•1โ€ฒ2 ๐‘™๐‘ก๐‘” ๐‘๐‘๐‘œ

โˆ†๐‘ฆ =

23,3๐‘‚๐‘›/๐‘ก2. 27,778๐‘›/๐‘ก

0,28๐‘› 2

โˆ’23,3๐‘‚๐‘›/๐‘ก2. 24,47๐‘›/๐‘ก

0,28๐‘› 2

172.754,1๐‘‚/๐‘›

= 0,55m ๐‘๐‘ฆ =

๐‘ค๐‘ฆโ€ฒ2โˆ’๐‘ค๐‘ฆ2 .cos ๐›ฝ 2.๐‘ฆ

๐‘๐‘ฆ =

20,1๐‘› ๐‘ก 2โˆ’ 27,778๐‘› ๐‘ก 2 .cos 55,230 2.๐‘ฆ

= โˆ’192,23๐‘›/๐‘ก2 ๐‘ข = ๐‘ค๐‘ฆโ€ฒโˆ’๐‘ค๐‘ฆ

๐‘๐‘ฆ

= 20,1๐‘›/๐‘กโˆ’27,778๐‘›/๐‘ก

โˆ’192,23๐‘›/๐‘ก2

= 0,04๐‘ก

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SLIDE 29

Gaya Impact

  • Gaya impact

๐บ๐‘—๐‘›๐‘ž๐‘Œ =

๐‘›๐‘ . ๐‘ค1๐‘ฆ

โ€ฒ โˆ’๐‘ค1๐‘ฆ

๐‘ข

๐บ๐‘—๐‘›๐‘ž๐‘Œ =

1943,817๐‘‚ 9,81๐‘› ๐‘ก2 . 20,1๐‘›/๐‘กโˆ’27,778๐‘›/๐‘ก

0,04๐‘ก

= โˆ’38090,31๐‘‚ ๐บ๐‘—๐‘›๐‘ž๐‘Ž =

๐‘›๐‘ . ๐‘ค1๐‘จ

โ€ฒ โˆ’๐‘ค1๐‘จ

๐‘ข

๐บ๐‘—๐‘›๐‘ž๐‘จ =

1943,817๐‘‚ 9,81๐‘› ๐‘ก2 . 13,96๐‘›/๐‘กโˆ’0๐‘›/๐‘ก

0,04

= 69247,31๐‘‚

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SLIDE 30

Hasil Perhitungan

Kecepatan kendaraan Kedalama n Lubang Gaya sebelum impact Waktu impact Gaya impact FimpX FimpZ 27,778 m/s 0,05 m 2.033,38 N 0,04 s 38.090,31 N 69.247,31 N 27,778 m/s 0,1 m 2.033,38 N 0,047 s 59.642,28 N 68.223,17 N 27,778 m/s 0,15 m 2.033,38 N 0,055 s 69.882,14 N 56.717,04 N 27,778 m/s 0,2 m 2.033,38 N 0,064 s 72.969,91 N 45.075,74 N

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SLIDE 31

Hasil Perhitungan ketika Defleksi Ban Maksimal

Kecepatan kendaraan Kedalama n Lubang Gaya sebelum impact Waktu impact Gaya impact FimpX FimpZ 5,953 m/s 0,05 m 1947,93 N 0,04 s 8.501,78 N 15.456,05 N 4,35 m/s 0,1 m 1946,01 N 0,045 s 9.725,95 N 11.125,26 N 3,678 m/s 0,15 m 1945,39N 0,053 s 9.635,85 N 7820,55 N 3,307 m/s 0,2 m 1945,09 N 0,062 s 9047,59 N 5340,99 N

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SLIDE 32

Input Model

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SLIDE 33

Input Material Properties

  • Kepadatan

: 2,7 g/mm3

  • Ultimate tensile strength

: 124 MPa

  • Yield tensile strength

: 55,2 MPa

  • Modulus of Elasticity

: 68,9 GPa

  • Poissons ratio

: 0,333

  • CTE

: 23,6 ฮผm/m.oC

  • Temperatur referensi

: 22 oC

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SLIDE 34

Connection Joint

Object Name Revolute - Ground To Swing Arm rotated Revolute - Ground To Swing Arm rotated General - Ground To Swing Arm rotated State Fully Defined Definition Connection Type Body-Ground Type Revolute General Torsional Stiffness

  • 0. Nยทm/ยฐ

Torsional Damping

  • 0. Nยทmยทs/ยฐ

Suppressed No Translation X Free Translation Y Free Translation Z Fixed Rotations Free Z Reference Coordinate System Reference Coordinate System Mobile Scoping Method Geometry Selection Applied By Remote Attachment Scope 1 Face 2 Faces Body Swing Arm rotated Initial Position Unchanged Behavior Rigid Pinball Region All Stops RZ Min Type None RZ Max Type None X Min Type Stop X Min

  • 0. m

X Max Type Stop X Max 2.e-002 m Y Min Type Stop Y Min

  • 0. m

Y Max Type Stop Y Max 6.e-002 m

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SLIDE 35

Connection Suspension

Object Name Longitudinal - Ground To Swing Arm rotated State Fully Defined Graphics Properties Visible Yes Definition Type Longitudinal Spring Behavior Both Longitudinal Stiffness 58526 N/m Longitudinal Damping

  • 0. Nยทs/m

Preload None Suppressed No Spring Length 0.21021 m Scope Scope Body-Ground Reference Coordinate System Global Coordinate System Reference X Coordinate

  • 0. m

Reference Y Coordinate 0.2895 m Reference Z Coordinate 0.1476 m Reference Location Defined Behavior Rigid Pinball Region All Mobile Scoping Method Geometry Selection Applied By Remote Attachment Scope 2 Faces Body Swing Arm rotated Coordinate System Global Coordinate System Mobile X Coordinate

  • 0. m

Mobile Y Coordinate 9.3698e-002 m Mobile Z Coordinate 7.1112e-002 m Mobile Location Defined Behavior Rigid Pinball Region All

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SLIDE 36

Meshing

Object Name Automatic Method Body Sizing State Fully Defined Scope Scoping Method Geometry Selection Geometry 1 Body Definition Suppressed No Method Automatic Element Midside Nodes Use Global Setting Type Element Size Element Size 1.e-002 m Behavior Soft

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SLIDE 37

Analysis Setting

Kedalaman Lubang Kecepatan Kendaraan Step Step End Time Initial Time Step Minimum Time Step Maximum Time Step Carry Over Time Step 50 mm 27,778 m/s 1

  • 1. s

0.1 s 0.1 s 0.2 s 2 1.04 s 1.e-003 s 2.e-003 s On 100 mm 27,778 m/s 1

  • 1. s

0.1 s 0.1 s 0.2 s 2 1.047 s 1.e-003 s 2.e-003 s On 150 mm 27,778 m/s 1

  • 1. s

0.1 s 0.1 s 0.2 s 2 1.055 s 1.e-003 s 2.e-003 s On 200 mm 27,778 m/s 1

  • 1. s

0.1 s 0.1 s 0.2 s 2 1.064 s 1.e-003 s 2.e-003 s On 50 mm 5,953 m/s 1

  • 1. s

0.1 s 0.1 s 0.2 s 2 1.04 s 1.e-003 s 2.e-003 s On 100 mm 4,35 m/s 1

  • 1. s

0.1 s 0.1 s 0.2 s 2 1.045 s 1.e-003 s 2.e-003 s On 150 mm 3,678 m/s 1

  • 1. s

0.1 s 0.1 s 0.2 s 2 1.053 s 1.e-003 s 2.e-003 s On 200 mm 3,307 m/s 1

  • 1. s

0.1 s 0.1 s 0.2 s 2 1.062 s 1.e-003 s 2.e-003 s On

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SLIDE 38

Pembebanan

Object Name Force Remote Force State Fully Defined Scope Scoping Method Geometry Selection Geometry 2 Faces Coordinate System Global Coordinate System X Coordinate 0.1 m Y Coordinate

  • 0.2859 m

Z Coordinate

  • 0.11704 m

Location Defined Definition Type Force Remote Force Define By Components Coordinate System Global Coordinate System X Component

  • 0. N (step applied)

Y Component

  • 2033. N (step applied)

Tabular Data Z Component

  • 0. N (step applied)

Tabular Data Suppressed No Behavior Deformable Advanced Pinball Region All

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SLIDE 39

Pembebanan

Steps Time [s] X [N] Y [N] Z [N] 1 0. = 0. 0. 0. 1. 0. 2 1.04 = 0. 69247

  • 38090
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SLIDE 40

Hasil Simulasi k=50 mm v=27,778 m/s

Object Name Equivalent Stress Total Deformation State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Equivalent (von-Mises) Stress Total Deformation By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Integration Point Results Display Option Averaged Average Across Bodies No Results Minimum 3.2208e+005 Pa 2.0969e-003 m Maximum 2.9812e+009 Pa 0.27635 m Minimum Value Over Time Minimum 6087.4 Pa 4.0778e-006 m Maximum 3.3664e+005 Pa 3.3814e-003 m Maximum Value Over Time Minimum 8.2666e+007 Pa 2.7923e-003 m Maximum 3.0261e+009 Pa 0.27635 m Information Time 1.04 s Load Step 2 Substep 39 Iteration Number 277

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SLIDE 41

Object Name Equivalent Stress Total Deformation State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Equivalent (von-Mises) Stress Total Deformation By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Integration Point Results Display Option Averaged Average Across Bodies No Results Minimum 2.192e+005 Pa 2.3085e-003 m Maximum 2.3719e+009 Pa 0.25611 m Minimum Value Over Time Minimum 6087.4 Pa 4.0778e-006 m Maximum 2.2898e+005 Pa 3.3814e-003 m Maximum Value Over Time Minimum 8.2666e+007 Pa 2.7923e-003 m Maximum 2.5726e+009 Pa 0.25904 m Information Time 1.047 s Load Step 2 Substep 46 Iteration Number 306

Hasil Simulasi k=100 mm v=27,778 m/s

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SLIDE 42

Object Name Equivalent Stress Total Deformation State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Equivalent (von-Mises) Stress Total Deformation By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Integration Point Results Display Option Averaged Average Across Bodies No Results Minimum 2.2366e+005 Pa 2.5426e-003 m Maximum 1.7954e+009 Pa 0.22776 m Minimum Value Over Time Minimum 6087.4 Pa 4.0778e-006 m Maximum 2.2366e+005 Pa 3.3814e-003 m Maximum Value Over Time Minimum 8.2666e+007 Pa 2.7923e-003 m Maximum 1.7954e+009 Pa 0.22776 m Information Time 1.055 s Load Step 2 Substep 54 Iteration Number 314

Hasil Simulasi k=150 mm v=27,778 m/s

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SLIDE 43

Hasil Simulasi k=200 mm v=27,778 m/s

Object Name Equivalent Stress Total Deformation State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Equivalent (von-Mises) Stress Total Deformation By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Integration Point Results Display Option Averaged Average Across Bodies No Results Minimum 2.397e+005 Pa 2.8255e-003 m Maximum 1.1325e+009 Pa 0.19848 m Minimum Value Over Time Minimum 6087.4 Pa 4.0778e-006 m Maximum 2.5282e+005 Pa 3.3814e-003 m Maximum Value Over Time Minimum 8.2666e+007 Pa 2.7923e-003 m Maximum 1.2341e+009 Pa 0.20174 m Information Time 1.064 s Load Step 2 Substep 63 Iteration Number 315

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SLIDE 44

Object Name Equivalent Stress Total Deformation State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Equivalent (von-Mises) Stress Total Deformation By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Integration Point Results Display Option Averaged Average Across Bodies No Results Minimum 72732 Pa 3.0334e-003 m Maximum 6.8496e+008 Pa 0.18214 m Minimum Value Over Time Minimum 5887.2 Pa 3.9065e-006 m Maximum 80517 Pa 3.3836e-003 m Maximum Value Over Time Minimum 7.3588e+007 Pa 2.6752e-003 m Maximum 7.3715e+008 Pa 0.18363 m Information Time 1.04 s Load Step 2 Substep 39 Iteration Number 220

Hasil Simulasi k=50 mm v=5,593 m/s

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SLIDE 45

Object Name Equivalent Stress Total Deformation State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Equivalent (von-Mises) Stress Total Deformation By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Integration Point Results Display Option Averaged Average Across Bodies No Results Minimum 44586 Pa 3.0907e-003 m Maximum 5.3317e+008 Pa 0.17575 m Minimum Value Over Time Minimum 3821.3 Pa 3.9027e-006 m Maximum 44586 Pa 3.38374e-003 m Maximum Value Over Time Minimum 6.5656e+007 Pa 2.6726e-003 m Maximum 5.3317e+008 Pa 0.17575 m Information Time 1.044 s Load Step 2 Substep 44 Iteration Number 231

Hasil Simulasi k=100 mm v=4,35 m/s

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SLIDE 46

Object Name Equivalent Stress Total Deformation State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Equivalent (von-Mises) Stress Total Deformation By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Integration Point Results Display Option Averaged Average Across Bodies No Results Minimum 36955Pa 3.1603e-003 m Maximum 3.5049e+008 Pa 0.16921m Minimum Value Over Time Minimum 3832.5 Pa 3.9015e-006 m Maximum 36955 Pa 3.3837e-003 m Maximum Value Over Time Minimum 4.7508e+007 Pa 2.6718e-003 m Maximum 3.6974e+008 Pa 0.16973 m Information Time 1.053 s Load Step 2 Substep 52 Iteration Number 246

Hasil Simulasi k=150 mm v=3,678 m/s

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SLIDE 47

Object Name Equivalent Stress Total Deformation State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Equivalent (von-Mises) Stress Total Deformation By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Integration Point Results Display Option Averaged Average Across Bodies No Results Minimum 23419 Pa 3.1974e-003 m Maximum 2.5609e+008 Pa 0.1656 m Minimum Value Over Time Minimum 2546.5 Pa 3.9008e-006 m Maximum 52140 Pa 3.3837e-003 m Maximum Value Over Time Minimum 3.7396e+007 Pa 2.6713e-003 m Maximum 3.2087e+008 Pa 0.16639 m Information Time 1.062 s Load Step 2 Substep 61 Iteration Number 271

Hasil Simulasi k=200 mm v=27,778 m/s

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SLIDE 48

Hasil Simulasi

Kecepatan Kendaraan Kedalaman Lubang ฯƒeq Syp Kondisi (N=1,5) 27,778 m/s 50 mm 3,0621x109 Pa 55,2x106 Pa Tidak Aman 27,778 m/s 100 mm 2,5726x109 Pa 55,2x106 Pa Tidak Aman 27,778 m/s 150 mm 1,7954x109 Pa 55,2x106 Pa Tidak Aman 27,778 m/s 200 mm 1,2341x109 Pa 55,2x106 Pa Tidak Aman 5,593 m/s 50 mm 7,3715x108 Pa 55,2x106 Pa Tidak Aman 4,35 m/s 100 mm 5,3317x108 Pa 55,2x106 Pa Tidak Aman 3,678 m/s 150 mm 3,6974x108 Pa 55,2x106 Pa Tidak Aman 3,307 m/s 200 mm 3,2087x108 Pa 55,2x106 Pa Tidak Aman

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SLIDE 49

Kesimpulan

  • Besarnya kecepatan mempengaruhi gaya yang bekerja pada

tumpuan ban. Selain itu, kecepatan juga berpengaruh terhadap besarnya gaya impact yang terjadi pada lengan ayun.

  • Kedalaman lubang mempengaruhi besarnya gaya impact yang

terjadi pada lengan ayun. Semakin dalam lubang, gaya impact terhadap arah x akan semakin besar, tetapi gaya impact ke arah z semakin kecil.

  • Dari hasil simulasi menunjukkan bahwa lengan ayun belum aman

untuk digunakan, dikarenakan nilai tegangan yang terjadi melebihi nilai tegangan yang diijinkan.

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SLIDE 50

Saran

  • Merubah model lengan ayun sehingga mampu memberikan

distribusi tegangan yang lebih merata, sehingga lengan ayun dapat lebih aman untuk digunakan.

  • Dilakukan pengujian eksperimen untuk memperoleh hasil yang

lebih aktual.

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SLIDE 51

Terima Kasih