Problem 1.11 A large steel plate under uniform applied tensile stress contains two cracks, both of which are remote from the edges of the plate and from each other. One is 12 mm in length and is inclined at an angle a= 30°, the other is 15 mm in length and is inclined at an angle B= 45° (figure 1.15). The steel has fracture toughness of Kie = 23 MPa/m and Ke=15 MPa/m. a) Calculate the fracture stress of the plate and state which of the two cracks will cause failure and in which failure mode. (1) པ། Figure 1.15: Finite width thin plate under uniform applied smile stress with two cracks

Introductory Circuit Analysis (13th Edition)
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Problem 1.11 A large steel plate under uniform applied tensile stress contains two cracks, both of
which are remote from the edges of the plate and from each other. One is 12 mm in length and is
inclined at an angle a= 30°, the other is 15 mm in length and is inclined at an angle B= 45° (figure
1.15). The steel has fracture toughness of Kie = 23 MPa/m and Ke=15 MPa/m.
a) Calculate the fracture stress of the plate and state which of the two cracks will cause failure and
in which failure mode.
(1)
པ།
Figure 1.15: Finite width thin plate under uniform applied smile stress with two cracks
Transcribed Image Text:Problem 1.11 A large steel plate under uniform applied tensile stress contains two cracks, both of which are remote from the edges of the plate and from each other. One is 12 mm in length and is inclined at an angle a= 30°, the other is 15 mm in length and is inclined at an angle B= 45° (figure 1.15). The steel has fracture toughness of Kie = 23 MPa/m and Ke=15 MPa/m. a) Calculate the fracture stress of the plate and state which of the two cracks will cause failure and in which failure mode. (1) པ། Figure 1.15: Finite width thin plate under uniform applied smile stress with two cracks
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