HOOK`S LAW
1HOOK`S LAW
1.1 Problem definition
Verify the unit elongation of a straight beam under axial force to verify Hooks law.
1.2 References (Timoshenko)
S. Timoshenko, Strength of Material, Part I, Elementary Theory and Problems, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1956, Chapter 1.2, pg. 5.
Carbon steel beam with given axial stress. The following parameter are given:
-
Modulus of Elasticity
-
Length of the cylindrical steel bar
-
Tensile Stress
-
Diameter
Where:
Variable |
Description |
Unit |
Used Value |
Displacement |
inch |
0,01250 |
|
Elongation |
inch/ inch |
0,0005 |
|
Tensile Stress |
lbs/ inch² |
15000 |
|
Modulus of Elasticity |
lbs/ inch² |
30000000 |
|
Length of the cylindrical steel bar |
inch |
25 |
|
Force |
lbf |
11780,9725 |
|
Cross section |
inch² |
0,7854 |
|
Diameter |
inch |
1 |
Table 1: Overview of the used variables
1.3 Model description (ROHR2)
The ROHR2 model consists of a beam model which is twenty-five inch long, with an pipe dimension from 1 inch x 0,5 inch (diameter x wall thickness). An additional material called carbon steel was defined with following material property values:
-
Young's Modulus= 30 x 106 lbs/ inch²
-
Alfa T (68 °F)= 10,8 μm/ m
-
Tensile Strength= 55 x 10³ lbs/ inch²
-
Yield Strength= 30 x 10³ lbs/ inch²
At the beam-bottom a normal force is estimated. The axial-force is 117810 lbf. The force at the lower end is raised by the factor 10, to increase the number of available digits in the output. This allows to determine the difference between the reference solution and the program ROHR2 with higher precision. The exact reference value for the solution is 11780,9725 lbf. In this example for the load case (Lc) the gravitational acceleration isn't taken into account.
Figure 2: δ from the Load case (Lc) Dead
Weight
Figure 1: Overview of the variables used
1.4 Result comparisons
Value |
Length [inch] |
Reference (Timoshenko) [inch] |
Rohr2 [inch] |
Difference [%] |
25 |
0,0125 |
0,0125 |
<0,01 |
Table 2: Comparison of the elongation at the lower end
1.5 Conclusion
The results are exact up to the limit of the given digits.
1.6 Files
R001_inch.r2w
R001_mm.r2w
R2_stresses_1.ods
MATDAT.r2u
SIGMA Ingenieurgesellschaft mbH www.rohr2.com