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UNIVERSITY OF KERALA - College of Engineering, Trivandrum

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03.705.1 Elective III THEORY <strong>OF</strong> ELASTICITY<br />

L T P/D Cr<br />

3 1 0 4<br />

Module I<br />

Analysis <strong>of</strong> stress and strain in three dimensions –stress at a point, transformation, principal stress, surface force<br />

and body forces, equations <strong>of</strong> equilibrium. Homogeneous deformation, strain at a point, principal axes <strong>of</strong> strain,<br />

compatibility equations. Invarients <strong>of</strong> stress and strain. Equation <strong>of</strong> theory <strong>of</strong> elasticity, Generalised Hook’s lawreduction<br />

in number <strong>of</strong> elastic constants for orthotropic, transversely isotropic and isotropic media. Stress strain<br />

relations.<br />

Module II<br />

Equations <strong>of</strong> equilibrium in terms <strong>of</strong> displacements conditions <strong>of</strong> compatibility in terms <strong>of</strong> stresses. Method <strong>of</strong><br />

solution <strong>of</strong> the elasticity problems. Stress displacement and mixed methods. The principle <strong>of</strong> superposition. St.<br />

Venant’s principle.<br />

Two-dimensional problems in rectangular coordinates Generalized plane stress and plane strain, Basic<br />

equations, stress functions, solutions by polynomials, Bending <strong>of</strong> a cantilever loaded at free end and bending <strong>of</strong><br />

a beam by uniform load. Solution in the form <strong>of</strong> Fourier series for a simply supported beam subjected to<br />

continuous loads.<br />

Module III<br />

Two-dimensional problems in polar co ordinates, Basic equations in polar co ordinates, Axi-symmetric stress<br />

distribution curved beams, thick cylinders, rotating disc. General solution bending <strong>of</strong> a curved bar by a force at<br />

the end, effect <strong>of</strong> circular holes on stress distribution in plates. Concentrated force at a point <strong>of</strong> a straight<br />

boundary, circular disc subjected to diametrical compression.<br />

Torsion <strong>of</strong> prismatic members, circular cross section, non-circular rectangular and elliptic section, membrane<br />

analogy.<br />

References:<br />

1 S. P. Timoshenko and J.N. Goodier,“Theory <strong>of</strong> elasticity”-, McGraw-Hill<br />

2 I.N. Sokolnik<strong>of</strong>f, “ Mathematical theory <strong>of</strong> elasticity”,McGraw-Hill Inc.,US<br />

3 Ernest E Sechler, “Elasticity in <strong>Engineering</strong>” - Wiley: Chapman & Hall, New York<br />

Question Paper: Duration: 3 hours<br />

The question paper consists <strong>of</strong> Part A and Part B.<br />

Part A is for 40 marks. There will be 8 compulsory short answer questions covering entire syllabus.<br />

Part B is for 60 marks. There will two questions from each module. The candidate has to answer one question<br />

<strong>of</strong> 20 marks from each module.<br />

Note: No charts, tables, codes are permitted in the Examination hall .If necessary relevant data shall be given<br />

along with the question paper by the question paper setter.<br />

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