mechanics of materials flexture examples

TORSION OF A PRISMATIC BAR OF CIRCULAR CROSS SECTION.Ħ.3 LINEAR ELASTIC SOLUTION.Ħ.4 THE PRANDTL ELASTIC-MEMBRANE (SOAP-FILM)Ħ.5 NARROW RECTANGULAR CROSS SECTION.Ħ.7 HOLLOW THIN-WALL TORSION MEMBERS AND MULTIPLY CONNECTED CROSS SECTIONS.Ħ.9 NUMERICAL SOLUTION OF THE TORSION PROBLEM.Ħ.10 INELASTIC TORSION: CIRCULAR CROSS SECTIONS.Ħ.11 FULLY PLASTIC TORSION: GENERAL CROSS SECTIONS.ħ.1 FUNDAMENTALS OF BEAM BENDING.īENDING STRESSES IN BEAMS SUBJECTED TO NONSYMMETRICAL BENDING.ħ.3 DEFLECTIONS OF STRAIGHT BEAMS SUBJECTEDħ.4 EFFECT OF INCLINED LOADS.įULLY PLASTIC LOAD FOR NONSYMMETRICAL BENDING.Ĩ.1 APPROXIMATIONS FOR SHEAR IN THIN-WALL BEAM CROSS SECTIONS.Ĩ.2 SHEAR FLOW IN THIN-WALL BEAM CROSS SECTIONS.Ĩ.3 SHEAR CENTER FOR A CHANNEL SECTION.Ĩ.4 SHEAR CENTER OF COMPOSITE BEAMS FORMED FROM STRINGERS AND THIN WEBS.Ĩ.5 SHEAR CENTER OF BOX BEAMS.ĩ.2 CIRCUMFERENTIAL STRESSES IN A CURVED BEAM.ĩ.3 RADIAL STRESSES IN CURVED BEAMS.ĩ.4 CORRECTION OF CIRCUMFERENTIAL STRESSES IN CURVED BEAMS HAVING I, T, OR SIMILAR CROSS SECTIONS.ĩ.5 DEFLECTIONS OF CURVED BEAMS.ĩ.6 STATICALLY INDETERMINATE CURVED BEAMS:ĬLOSED RING SUBJECTED TO A CONCENTRATED LOAD.ĩ.7 FULLY PLASTIC LOADS FOR CURVED BEAMS. 1.1 REVIEW OF ELEMENTARY MECHANICS OF MATERIALS.ġ.4 FAILURE AND LIMITS ON DESIGN.Ģ.1 DEFINITION OF STRESS AT A POINT.Ģ.3 SYMMETRY OF THE STRESS ARRAY AND STRESS ON AN ARBITRARILY ORIENTED PLANE.Ģ.4 TRANSFORMATION OF STRESS, PRINCIPAL STRESSES, AND OTHER PROPERTIES.Ģ.6 DEFORMATION OF A DEFORMABLE BODY.Ģ.7 STRAIN THEORY, TRANSFORMATION OF STRAIN,Ģ.8 SMALL DISPLACEMENT THEORY.Ģ.9 STRAIN MEASUREMENT AND STRAIN ROSElTES.ģ.1 FIRST LAW OF THERMODYNAMICS, INTERNAL-ENERGY DENSITY, AND COMPLEMENTARY INTERNAL-ENERGY DENSITY.ģ.2 HOOKE’S LAW: ANISOTROPIC ELASTICITY.ģ.3 HOOKE'S LAW: ISOTROPIC ELASTICITY.ģ.4 EQUATIONS OF THERMOELASTICITY FOR ISOTROPIC MATERIALS.ģ.5 HOOKE’S LAW: ORTHOTROPIC MATERIALS.Ĥ.2 NONLINEAR MATERIAL RESPONSE.Ĥ.3 YIELD CRITERIA: GENERAL CONCEPTS.Ĥ.4 YIELDING OF DUCTILE METALS.Ĥ.5 ALTERNATIVE YIELD CRITERIA.ĥ.1 PRINCIPLE OF STATIONARY POTENTIAL ENERGY.ĥ.2 CASTIGLIANO’S THEOREM ON DEFLECTIONS.įOR LINEAR LOAD-DEFLECTION RELATIONS.ĥ.4 DEFLECTIONS OF STATICALLY DETERMINATEĥ.5 STATICALLY INDETERMINATE STRUCTURES.

Mechanics of materials flexture examples