CE6402 STRENGTH OF MATERIALS

Dr. P.Venkateswara Rao,Associate Professor,

Dept. of Civil Engg.,SVCEMail ID: pvenkat@svce.ac.in

• References:• Rajput.R.K. “Strength of Materials”, S.Chand and Co, New Delhi,

2007. • Egor P Popov, “Engineering Mechanics of Solids”, 2nd edition, PHI

Learning Pvt. Ltd., New Delhi, 2012 • Kazimi S.M.A, “Solid Mechanics”, Tata McGraw-Hill Publishing Co.,

New Delhi, 2003 • William A .Nash, “Theory and Problems of Strength of Materials”,

Schaum‟s Outline Series, Tata McGraw Hill Publishing company, 2007. • Punmia B.C."Theory of Structures" (SMTS) Vol 1&II, Laxmi Publishing

Pvt Ltd, New Delhi 2004. • Rattan.S.S., "Strength of Materials", Tata McGraw Hill Education Pvt.

Ltd., New Delhi, 2011.• Ferdinand P. Beer, E. Russell Johnston Jr., John T. Dewolf, “Mechanics

of Materials” McGraw-Hill, New York, 2006.

CE6402 STRENGTH OF MATERIALS

UNIT I ENERGY PRINCIPLES

• Strain energy and strain energy density – strain energy due to axial load, shear, flexure and torsion – Castigliano‟s theorems – Maxwell‟s reciprocal theorems - Principle of virtual work – application of energy theorems for computing deflections in beams and trusses - Williot Mohr's Diagram.

• Objective: To impart basic knowledge on strain energy calculations due to various types of loads and thereby to calculate deflection of beams and trusses using energy principles.

• To find deflections using energy principles

UNIT I ENERGY PRINCIPLES

8 m

32 kN 48 kN

2 m3 m

W kN

A BC DE

A

B

C

DE

20 kN 20 kN

2 m

2 m 2 m

1m

• Concept of Analysis - Propped cantilever and fixed beams-fixed end moments and reactions – Theorem of three moments – analysis of continuous beams – shear force and bending moment diagrams.

• Objective: To impart the knowledge on shear force and bending moment calculations for indeterminate beams.

UNIT II INDETERMINATE BEAMS

UNIT II INDETERMINATE BEAMS

ⅆ 𝑥 𝑀 𝑥

+

𝑥1𝑥

+

𝑥2

A B C(a)

(b)

- ve+ ve + ve𝑀 𝐴 𝑀𝐶

𝑀𝐵

(d)

𝑥ⅆ 𝑥 ’

𝑥2′𝑥1

′

𝑀 𝐴

𝑀𝐵

𝑀𝐶 (c)++

Free B.M.D

Fixed B.M.D

• Euler‟s theory of long columns – critical loads for prismatic columns with different end conditions; Rankine-Gordon formula for eccentrically loaded columns – Eccentrically loaded short columns – middle third rule – core section – Thick cylinders – Compound cylinders.

• Objective: To estimate the load carrying capacity of columns and to design thick and compound cylinders.

UNIT III COLUMNS AND CYLINDER

UNIT III COLUMNS AND CYLINDER

400 mm

Pr=10 MPa

fr = 150 MPa

• Determination of principal stresses and principal planes – Volumetric strain –Theories of failure – Principal stress - Principal strain – shear stress – Strain energy and distortion energy theories – application in analysis of stress, load carrying capacity.

• Objective: To impart knowledge on the principal stresses and planes in three dimensional stress systems and to design a member based on theories of failure.

UNIT IV STATE OF STRESS IN THREE DIMENSIONS

• Unsymmetrical bending of beams of symmetrical and unsymmetrical sections – Shear Centre - curved beams – Winkler Bach formula.

• Objective: To estimate the stresses due to unsymmetrical bending and analysis of curved beams.

UNIT V ADVANCED TOPICS IN BENDING OF BEAMS

O48

48

18

2.4 kN

2.4 kNDimensions in mm

120

1 2