Calculate the change in volume, Civil Engineering

Assignment Help:

Calculate the change in volume:

If the bar is 1 m long with rectangular cross section of 300 mm deep and 400 mm wide, compute the change in volume of the solid because of a longitudinal compressive force of 720 kN now if the elastic constants E and υ for the material are called as 120 kN/mm2 and 0.2 respectively.

Solution

Area of cross section of the member = 300 × 400 = 120000 mm²

 Longitudinal strain ε = P/AE = - 720 × 1000/120000 × 120 × 103 = - 0.00005

(Note that all the values have to be converted to consistent units; here, it is N for forces and mm for length.)

∴          Total change in length δ = 1000 × (- 0.00005) = - 0.05 mm.

Lateral strain εl = -υε = - 0.2 × (- 0.00005) = 0.00001

Change in depth = 0.00001 × 300 = 0.003 mm

Change  in width = 0.00001 × 400 = 0.004 mm

∴          Change in volume of the solid,

= (1000 - 0.05) (300 + 0.003) (400 + 0.004) - (1000 × 400 × 300)

= 999.95 × 300.003 × 400.004 - (1000 × 400 × 300)

= - 3600.108 mm3

Let us consider an alternate approximate method also.

Change in volume, dV = (V + dV) - V

= (l + Δl) (b + Δb) (d + Δd) - l . b . d

where Δl, Δb, and Δd are changes in length, breadth and depth of the solid.

i.e.       dV = l (1 + ε1) × b (1 + ε2) × d (1 + ε3) - l . b . d

where ε1, ε2 and ε3 are the strains in the three mutually perpendicular directions.

∴          dV = l bd × (1 + ε1) (1 + ε2) (1 + ε3) - l bd

= l bd × (1 + ε1 + ε2 + ε3 + ε1 ε2 + ε2 ε3 + ε3 ε1 + ε1 ε2 ε3) - l bd

= l bd × (ε1 + ε2 + ε3 + ε1 ε2 + ε2 ε3 + ε3 ε1 + ε1 ε2 ε3)

Neglecting the second order products,

dV = V × (ε1 + ε2 + ε3)

Now let us calculate the change in volume of the given solid using Eq.

Change in volume, dV = V × (ε1 + ε2 + ε3)

= 1000 × 300 × 400 (- 0.00005 + 0.00001 + 0.00001)

= - 3600 mm3

By there is a small error, the approximation is quite satisfactory (As an exercise you might calculate the percentage error in the value). If you are extremely particular about accuracy, you use the subsequent formulation:

dV = V × (ε1 + ε2 + ε3 + ε1 ε2 + ε2 ε3 + ε3 ε1 + ε1 ε2 ε3)


Related Discussions:- Calculate the change in volume

Shear Iosipescu Test, First Can I use this device to test concrete specimen...

First Can I use this device to test concrete specimen? I think the specimens sustain tensile strength with fixing the jaws! I want to know it is true or not?

Meaning, i want the meaning of crete

i want the meaning of crete

What is diaphragms in bridges, Q. What is Diaphragms in bridges? Diaph...

Q. What is Diaphragms in bridges? Diaphragms in bridges The principal function of diaphragms is to provide stiffening effect to deck slab in case bridge webs aren't situat

Axial flow pumps for large flows and low heads, Q. Axial flow pumps for lar...

Q. Axial flow pumps for large flows and low heads? It is well known that axial flow pumps are the most suitable for providing large flows and low heads. Reason behind this is c

Stop dead restriction, With a clear sketch indicate the system of protectio...

With a clear sketch indicate the system of protection of line for works of short duration where ‘ Stop dead restriction' need to be observed on a single line section on a BG track.

Show the functions of wet wells, Q. Show the Functions of wet wells? We...

Q. Show the Functions of wet wells? Wetwells are designed to store provisionallysewage/water before it is pumped out. They are generally provided for sewage and stormwater pump

Explain the underwater problems and material defects, Explain the Underwate...

Explain the Underwater Problems and Material Defects? The major bridge construction materials are steel and concrete. In the past, stone and brick masonry, with lime mortar as

What is uniformly distributed surcharge, A retaining wall with a smooth ve...

A retaining wall with a smooth vertical back, 4.5 m high, retains a dry cohesionless backfill level with the top of the wall. γ = 18.6 kN/m 3 and φ = 30°. The backfill carries a u

Explain chezy manning equation, Explain Chezy Manning Equation v = 1.49...

Explain Chezy Manning Equation v = 1.49/n (R) 0.67 (S) 0.5     R = hydraulic radius (ft) = Area/ wetted perimeter, R = D/4 for circular channels full and one-half full

Surveying, What is reciprocal ranging

What is reciprocal ranging

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd