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

Write short note on pressure filter, Q. Write short notes on Pressure filte...

Q. Write short notes on Pressure filter for drinking water supply. What are pressure filters and what are its advantages / disadvantages over the normal filter bed. What is p

Breast walls, Breast Walls Needed to buttress uphill slopes. ...

Breast Walls Needed to buttress uphill slopes. Figure : Breast Check Walls Small retaining structures provided in series to arrest landslides. Gabio

Define the highlights of critical path method, Define the Highlights of Cri...

Define the Highlights of Critical Path Method A network analysis technique used to predict project duration by analyzing which sequence of activities has the least amount o

Calculate the degree of saturation, A sample of clay taken from a natural s...

A sample of clay taken from a natural stratum was originated to be partially saturated and when tested in the laboratory gave the following results. Calculate the degree of saturat

WATER RESOURCES SYSTEM PLANNING AND MANAGEMENT, Two crops are grown on land...

Two crops are grown on land of 20ha.The cost of raising crop 1 is 3unit/ha, while for crop 2 it is 1 unit/ha.The benefit from crop 1 is 5unit/ha and from crop 2, it is 2 unit/ha. A

Resting on several raking piles, Question Should dolphins be designed i...

Question Should dolphins be designed in a rigid manner such as resting on several raking piles? Answer While designing dolphins, they are normally supported on a syste

Immersed tube method for underwater crossings, Immersed tube method for und...

Immersed tube method for underwater crossing includes the following basic construction steps: (i)  Prefabricating long tunnel units (concrete orsteel shell) in a dry-dock or shi

State the term - failure due to strain, State the term - Failure Due to Str...

State the term - Failure Due to Strain In most of  the cases of pre-stressed concrete construction, the failure of underreinforced and lightly reinforced members shall take pla

Determine the concept of resultant force at a section, Resultant force at a...

Resultant force at a section We can determine stresses at top and bottom fibres, at a section of a beam, due to pre-stressing force and external loads. Using them, we can draw

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