 Ch 8. Strain Analysis Multimedia Engineering Mechanics PlaneStrain Mohr's Circlefor Strain StrainGages
 Chapter 1. Stress/Strain 2. Torsion 3. Beam Shr/Moment 4. Beam Stresses 5. Beam Deflections 6. Beam-Advanced 7. Stress Analysis 8. Strain Analysis 9. Columns Appendix Basic Math Units Basic Equations Sections Material Properties Structural Shapes Beam Equations Search eBooks Dynamics Fluids Math Mechanics Statics Thermodynamics Author(s): Kurt Gramoll ©Kurt Gramoll MECHANICS - CASE STUDY SOLUTION Strain Gage Rosette on Bracket In order to determine the location and weight of a particular hanging load P, a strain rosette is attached to the top of the bracket near the wall (assume strain gages are at the wall). The rosette has three gages, each are 120o apart as shown in the diagram. The bracket material is steel, E = 29,000 ksi and ν = 0.29. When the weight P is placed at a distance s on the rectangular bracket arm, the three gages measure the following strains,      εa = 224.8 μ      εb = -118.3 μ      εc = 132.9 μ From these three strains, the load P and the distance s need to be determined. Transform Gage Strains to Strain Element The first step is to transform the strain gage strains to strains that can be represented in a normal x-y strain element. This can be done by rotating the three unknown strains, εx, εy and γxy. into the three known stains, εa, εb and εc. using the basic strain rotation equation,      εx' = (εx + εy)/2 + (εx + εy)/2 cos2θ + γxy/2 sin2θ Applying this equation three times, once for each gage where θa = 0o, or θb = 120o, or θc = 240o, gives, These simplify to Substituting the first equation into the second two and solving for εx and εy gives  Gage Direction Strains Transformed to x-y Strain Element Substituting the actual gage values gives the final strains in the x-y coordinate system,      εx = 224.8 μ      εy = [2(-118.3 μ) + 2(132.9 μ) - 224.8 μ]/3          = -65.2 μ      γxy = [-2(-118.3 μ) + 2(132.9 μ)]/1.7321            = 290.0 μ Notice, the y-direction normal strain is not zero due to Poisson's effect even though the stress will be zero. Stresses at Gage Rosette Actual x-y Stresses at Gage Location Hooke's law can be used to calculate the x-direction stress and the shear stress. Bending and Twisting Moment Bending Moment (M) and Twisting Moment (T) and The load P will cause both a bending moment and a twisting moment at the wall where the strain gages are located. The bending moment is      Mbending = P (6 in) This moment will cause a bending stress at the top of the circular bar at the gage location. P = 45.0 lb The twisting moment is      Ttwisting = Ps This torque will cause a shear stress in the circular bar. s = 6.0 in

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