... subjected to combined bending and torsion is described. The stress resultants are produbcyeddirect loads or by the actionof a perfect load acting on a geometrically imperfect beam. Both linear and non-linear moment+urvature/ specifictwistcharacteristics are used. In thenon-linearcase,thesecharacteristicsare...

... FLAT SIMPLE UNLOADED COMPRESSION ELASTOPLASTIC ANALYSIS COMPRESSIVE WIDTH PROCEDURE EXPERIMENTS FORMULAE PATTERNS RESIDUAL CURVES ELASTIC IMPERFECT SUPPORTS PLASTIC Proc. Instn Cio. Engrs, Part 2, 1981, 71, Mar.,165-183 8424 On the approximate prediction of elasto-plastic plate...

... FINITE ELEMENTS ELASTIC MODIFIED YIELD RESULTANTS SIMPLE SIZE ALGORITHMS COMPRESSION GIRDERS EXPERIMENTS MATERIALS PROBLEMS CONVERGENCE GEOMETRY ANALYSIS SHELLS IMPERFECT ELASTOPLASTIC REGIMES FUNCTIONS PLASTIC PROCEDURE DEFLECTION CYLINDRICAL COLLAPSE DIAPHRAGM COMPUTERS...

...JE HARDING IMPERIAL COLLEGE DET NORSKE VERITAS FINITE DIFFERENCE ANALYSIS LARGE THIN EXTERNAL SHELLS METHODS SOLUTIONS RELAXATION RESPONSES VARIATIONS INVESTIGATIONS STRESS FAILURES MESHES IMPERFECTIONS LONGITUDINAL FORMULATION IMPERFECT DEFLECTION AXIAL PRESSURE...

...JE HARDING; TK CHAPLIN; RE HOBBS; GH LITTLE; BG NEAL © Thomas Telford and ICE 1977 BIRMINGHAM UNIVERSITY ELASTOPLASTIC SQUARE IN PLANE EQUATIONS DYNAMICS PROGRAMS ANALYSIS PLATES SOLUTIONS FINITE DIFFERENCE RELAXATION EQUILIBRIUM IMPERFECT LOADS SIMULTANEOUS METHODS...

... METHODS DYNAMICS CURVES THEORY AXIAL HARDENING IMPERFECTIONS STRESS ELASTIC BOUNDARIES ALGORITHMS IMPERFECT LOADS FORMULATION RECTANGULAR CALCULATIONS GOVERNING INCREMENTAL RELAXATION RESPONSES STEEL SHEAR MAGNITUDE UNIAXIAL RESIDUAL BEHAVIOUR COMPRESSION CONDITIONS SLENDERNESS...

...MA CRISFIELD; TRRL © Thomas Telford and ICE 1975 TRRL TRANSPORT AND ROAD RESEARCH LABORATORY FULL RANGE PLATES UNIAXIAL FORMULATION THIN LOADS IMPERFECT SIMPLE COMPRESSION IMPERFECTIONS STIFF PLASTICITY COLUMNS ANALYSIS STIFFENED COMPRESSION DEFLECTION MILD METHODS...

...DA NETHERCOT; PERRY; A ROBERTSON © Thomas Telford and ICE 1974 SHEFFIELD UNIVERSITY IMPERFECTIONS BEAMS IMPERFECT CURVES INTERACTION BEHAVIOUR VARIATIONS STRESS DESIGN THEORY CLASSES TESTS ELASTIC INELASTIC EFFECT EXTENSIONS STEEL METHODS CALIBRATION MODIFIED...