Engineering Mechanics of SolidsPopov (civil engineering, U. Cal., Berkeley) has written this textbook for undergraduate students. Traditional topics are supplemented by an exposure to several newly-emerging disciplines, such as the probabilistic basis for structural analysis, and matrix methods. Annotation copyright Book News, In |
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... Creep , 33 , 71 Critical section , 22 , 470 Curvature , radius of , 282 , 499 Curvature - area method , 536 Curved bars , deflection of , 650 stresses in , 308 Cylindrical pressure vessels , thick - walled , 159 thin - walled , 152 D d ...
... Creep , 33 , 71 Critical section , 22 , 470 Curvature , radius of , 282 , 499 Curvature - area method , 536 Curved bars , deflection of , 650 stresses in , 308 Cylindrical pressure vessels , thick - walled , 159 thin - walled , 152 D d ...
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... creep of lead , it was necessary to control the state of stress for the element of a tube . In one such case , a long cylindrical tube with closed ends was pressurized and simultane- ously subjected to a torque . The tube was 100 mm in ...
... creep of lead , it was necessary to control the state of stress for the element of a tube . In one such case , a long cylindrical tube with closed ends was pressurized and simultane- ously subjected to a torque . The tube was 100 mm in ...
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Egor Paul Popov. deform plastically under a sustained load , a phenomenon called creep . Experience with turbines , tightened bolts in mechanical equipment , wooden or reinforced concrete beams indicates some of the examples where creep ...
Egor Paul Popov. deform plastically under a sustained load , a phenomenon called creep . Experience with turbines , tightened bolts in mechanical equipment , wooden or reinforced concrete beams indicates some of the examples where creep ...
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Common terms and phrases
A₁ allowable stress aluminum analysis angle applied force applied load assumed axes axial force axially loaded bar beam bending moment bending stress bolts buckling C₁ caused centroid column compression concentrated force considered constant cross section cross-sectional area cylinder deflection deformations Determine diameter direction elastic curve elastic modulus element equal equations equilibrium example figure flange flexure formula given by Eq Hence Hooke's law horizontal in² indeterminate problems inertia infinitesimal internal kips length linearly elastic material maximum shear stress mm² modulus Mohr's circle moment of inertia neutral axis normal stress obtained P₁ plane plastic principal stresses problem procedure reactions rectangular rotation segment shaft shear center shear stress shown in Fig solution statically indeterminate steel strain energy stress distribution stress-strain stresses acting tensile tensile stress Tmax torque torsion tube vertical yield zero