Ika Dewi Wijayanti NIP 2100201301001 - PowerPoint PPT Presentation

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Ika Dewi Wijayanti NIP 2100201301001

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Mata kuliah Metallurgi 1 – PowerPoint PPT presentation

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Title: Ika Dewi Wijayanti NIP 2100201301001


1
Pengujian Tarik (Tensile Test)
  • Ika Dewi Wijayanti

2
Latar belakang
  • Kebutuhan desain dan perencanaan material di
    dalam sebuah konstruksi
  • Tegangan hasil uji tarik (awal terjadinya
    deformasi plastis)?tegangan ijin
    material?dibandingkan dengan tegangan riil yang
    diterima oleh material

3
Pengujian
4
Spesimen Uji
  • JIS Z 2201 (Jepang)
  • ASTM E-8 (USA)
  • BS (Eropa)

Standard pengujian
Gauge length Daerah yang mengalami efek
pembebanan ? ditentukan berdasarkan standard uji
benda uji
5
Fenomena Uji Tarik
6
Fenomena Uji Tarik
7
Fenomena Uji Tarik
8
Fenomena Uji Tarik
9
Hasil uji tarik
Transformasi grafik F - ?l ke grafik ? - ?
10
Rumus
Modulus Elastisitas (Modulus Youngs)
Poissons Ratio
11
Contoh Soal
  • From the tensile stressstrain behavior for the
    brass specimen shown in the Figure, determine the
    following
  • The modulus of elasticity
  • The yield strength at a strain offset of 0.002
  • The maximum load that can be sustained by a
    cylindrical specimen having an original diameter
    of 12.8 mm (0.505 in.)
  • The change in length of a specimen originally 250
    mm (10 in.) long that is subjected to a tensile
    stress of 345 MPa (50,000 psi)

12
Jawaban
  • a. The modulus of elasticity is the slope of the
    elastic or initial linear portion of the
    stressstrain curve

13
Jawaban
  • b. Offset Yield strength

14
Jawaban
  • c. The maximum load that can be sustained by the
    specimen ? tensile strength point

d. To compute the change in length, it is first
necessary to determine the strain that is
produced by a stress of 345 MPa. This is
accomplished by locating the stress point on the
stressstrain curve, point A, and reading the
corresponding strain from the strain axis, which
is approximately 0.06
15
Latihan
Gambar dibawah ini adalah grafik P - ?L hasil uji
tarik suatu batang baja berdiameter 40 mm dan
gauge length 200 mm. Reduction of area 10 .
  • Tentukan
  • Tensile strength dan offset yield strength
  • Kekakuan baja tersebut...
  • Modulus ketangguhan dan modulus resilience
  • Ductility dalam percentage of elongation
  • Tegangan sebenarnya pada saat patah
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