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QUESTION2 What is common between the plasticity mechanism of semi-cystalline plassic polymers and polycnystalline metalbs? O
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Answer #1

Q2- second option is correct

Q3-

The problen can be solved from strain compatibility

Let total cross sectional area be A

Area of gravel=0.45A

Area of sand=0.33A

Area of cement=0.22A

Let total deformation be d and initial length be L

Strain of all materials is equal and equal to k

Stress in gravel=k*Eg

Stress in sand=k*Es

Stress in cement=k*Ec

Let equivalent Modulus of elasticity be E

k*E*A=k*Eg*0.45A+k*Es*0.33A+k*Ec*0.22A

E=0.45*150+0.33*55+0.22*13000=2945 MPa

This is the required answer

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QUESTION2 What is common between the plasticity mechanism of semi-cystalline plassic polymers and polycnystalline metalbs? O slips justify both O untangling the amorphous regions justifies polyme...
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