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

Delay of bituminous laying on top of sub-base, Question In case if ther...

Question In case if there is a delay of bituminous laying on top of sub-base, have to tack coat be applied on the top surface of sub-base? Answer When there is a d

Explain the rippl diagram or mass diagram, Explain the Rippl Diagram or Mas...

Explain the Rippl Diagram or Mass Diagram For a potable water reservoir, it is the simultaneous plots of the cumulative inflow and cumulative water consumption/demand, termed "

Permanent magnets are made of what kind of materials, Permanent magnets are...

Permanent magnets are made of what kind of materials ? Answer: It is made of hard magnetic materials.

Determine the specific gravity of solids, The Atterberg limits of a clay so...

The Atterberg limits of a clay soil are: Liquid limit = 63%, Plastic limit = 40%, and shrinkage limit = 27%. If a sample of this soil has a volume of 10 cm 3 at the liquid limit a

Foundation, Explain briefly shallow foundation?

Explain briefly shallow foundation?

About distomat, what is distomat? functipns &properties

what is distomat? functipns &properties

Work study, how activity charts and string diagram use in work study?

how activity charts and string diagram use in work study?

Surveying, if bearing of AB is 190& that of CB is 260,the included angle AB...

if bearing of AB is 190& that of CB is 260,the included angle ABC is how?

Reinforced Concrete Design, Design a continuous one-way solid slab supporte...

Design a continuous one-way solid slab supported on beams spaced at 4.2m o.c. the width of the beam is 300mm, leaving clear slab spans of 3.9. The slab carries a uniform DL= 6 KPa.

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