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

Calculate the ultimate compressive strength, Calculate the ultimate compres...

Calculate the ultimate compressive strength A 6 in. by 12 in. cylinder failed at an axial compressive force of 120,000-lbf, at 28 days. Calculate the ultimate compressive stren

Explain about warren truss, Q. Explain about Warren Truss? A truss is a...

Q. Explain about Warren Truss? A truss is a simple structure whose members are subject to axial compression and tension only and however not bending moment. The most common tru

Define dupuit equations for unconfined aquifers, Define Dupuit Equations fo...

Define Dupuit Equations for Unconfined Aquifers Using natural log: Q = ΠK((h 2 ) 2 - (h 1 ) 2 )/ln(r 2 /r 1 )     Using log 10 : Q = K((h 2 ) 2 - (h 1 ) 2 )/((1,055)l

Geology, http://www.expertsmind.com/engineering-homework-assignment-help.as...

http://www.expertsmind.com/engineering-homework-assignment-help.aspx

What is the long term effects - concrete, What is the Long Term Effects - C...

What is the Long Term Effects - Concrete Long term effects of  loads on structures consider all the effects including creep and shrinkage.

Determine the final volume of the compacted soil, 30,000-yd 3 of banked so...

30,000-yd 3 of banked soil from a borrow pit is stockpiled before being trucked to the jobsite.  The soil has 28% swell and shrinkage of 18%.  The final volume of the compacted so

Bricks, BRICKS Brick is obtained by moulding good clay into a block, wh...

BRICKS Brick is obtained by moulding good clay into a block, which is dried and then burnt. It is the oldest building block to replace stone. Manufacture of brick started havin

Compute the ultimate settlement, A 2 m wide strip footing is to be constru...

A 2 m wide strip footing is to be constructed in a sandy stratum of 2 m thick. The depth of the footing is 1 m below ground surface. The sand layer is underlain by lm thick cla

Linear programming, what are the advantages of linear programming?

what are the advantages of linear programming?

Explain about vierendeel girder, Q. Explain about Vierendeel girder? Vi...

Q. Explain about Vierendeel girder? Vierendeel girder design is sometimes adopted in design of footbridges. Traditionally truss design, triangular shape of truss is generally u

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