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Category > Management Posted 17 Oct 2017 My Price 5.00

tension to fracture

An ASTM A615 grade 60 number10 rebar with a gauge length of 8 inches was subjected to tension to fracture according to ASTM E-8 method. The load and deformation data were as shown Table P3.23.

Table P3.23

Load (kips)

Displacement (in.)

Load (kips)

Displacement (in.)

 

0

0

106.27

0.3320

13.97

0.0036

109.46

0.3823

42.46

0.0094

111.55

0.4351

74.11

0.0163

113.64

0.4883

86.15

0.0676

115.23

0.5392

95.72

0.1592

117.44

0.6032

100.51

0.2339

119.65

0.7279

103.94

0.2847

118.18

0.8832

 

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Maurice Tutor
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Status NEW Posted 17 Oct 2017 10:10 AM My Price 5.00

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