1. Resistência dos Materiais, 5ª ed.
2 - Deformação
R.C. Hibbeler
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2. ©2004 by Pearson Education FG02_00CO.TIF Notes:
Excessive stress in brittle materials such as this concrete bridge abutment has caused it to strain until it fractured.
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3. ©2004 by Pearson Education FG02_00-01a1.TIF Notes:
Note the before and after positions of three different line segments on this rubber membrane which is subjected to tension.
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4. ©2004 by Pearson Education FG02_00-01b1.TIF Notes:
Note the before and after positions of three different line segments on this rubber membrane which is subjected to tension.
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5. FG02_01a.TIF
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Undeformed body
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6. FG02_01b.TIF
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Deformed body
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7. FG02_02a.TIF
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Undeformed body
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8. FG02_02b.TIF
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Deformed body
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9. FG02_03a.TIF
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Deformation of the body
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10. FG02_03b.TIF
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Undeformed element
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11. FG02_03c.TIF
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Deformed element
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12. ©2004 by Pearson Education FG02_03-01UN.TIF Notes:
Rubber bearing support under concrete bridge girder is subjected to both normal and shear strain
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13. FG02_04.TIF
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Example 2-1
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Example 2-2
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Example 2-2: solution
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Example 2-3
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17. FG02_06b.TIF
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Example 2-3: solution
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Example 2-3: solution
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Example 2-4
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Example 2-4: solution
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Problem 2-01
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Problem 2-03
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Problem 2-04/05
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Problem 2-06
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Problem 2-07
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Problem 2-08
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Problem 2-09
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Problem 2-10
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Problem 2-11
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Problem 2-12
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Problem 2-13
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Problem 2-14
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Problem 2-15
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Problem 2-16
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35. ©2004 by Pearson Education FG02_07-15UNP17_19.TIF Notes:
Problem 2-17/18/19
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36. ©2004 by Pearson Education FG02_07-16UNP20_22.TIF Notes:
Problem 2-20/21/22
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Problem 2-23
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Problem 2-24
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Problem 2-25
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Problem 2-26
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Problem 2-27
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Problem 2-28
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Problem 2-29
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Problem 2-30
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