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Object of Bulletin
ELEMENTS OF PHOTOELASTICITY 3 The Polariscope and Stress Pattern
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Advisory Allegheny County bakelite beam span bending moments bending stresses boundary stresses Buildings and Grounds bulletin Carnegie Institute celluloid City Council Civil Works Administration comparative curves compression concentrated loads constant Contraflexure Curves of boundary deflection denote the magnitude determined dimensions and loads double refraction elastic elementary theory equation fixed pins frame shown free boundary fringe order Inside dimensions Institute of Technology lbs.-in light source locus of points lower edge lower fibers Ma—bending maximum shear stress Museum obtained photoelastically outer boundary pattern of Fig Photoelastic Laboratory photoelastic method photoelastic results photoelastic stress pattern photoelastically and theoretically polariscope polarized light President principal stresses Progress Administration prop screen semi-circular arch Shear fringe value shown in Fig shows a stress statically indeterminate structures Strength of Materials stress concentration stresses as obtained Tech thickness tical transverse wave Two-Panel University of Pittsburgh upper fibers value of model vertical load vibrations Vierendeel