... GEOMETRICAL MATERIALS PARAMETERS DEFLECTION PEAK CAPACITY PLATES ANALYTICAL MODELS SOLUTIONS DESIGN COMPUTERS PACKAGES VALIDATION COMPRESSION IMPERFECTIONS RIGIDITY INTERACTIVE STRESS STATE Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 237-258 PAPER 9692 STRUCTURBAULILDAINNDG BOARD...

... IMPERFECTIONS INSTRUMENTATION CLASSIFICATION DESIGN CODES TORSIONAL STIFFNESS HOGGING MOMENTS UNCASED Proc. h s t n ciu. Engrs, Part 2,1991, 91, Mar., 131-161 PAPER 9685 STRUCTURBAULILDAINNDG Distortional lateral bucklinogf continuous composite beams BOARD R. P. JOHNSON, MA, FEng, FICE, FIStructE* C...

... LOADS NUMERICAL EFFECT STIFFENERS IMPERFECTIONS CAPACITY YIELD RIGIDITY SLENDERNESS Proc. lnstnCio. Enyrs, Part 2,1990,89, Mar., 47-65 PAPER 9483 STRUCTURAL ENGGRINOEUEPRING Transversely stiffened girder webs subjected to shear loading-part 1:behaviour K.N. RAHAL, PhD* J. E. HARDING, PhD, DIC...

...B F RONALDS © Thomas Telford and ICE 1989 TORSIONAL TRIPPING STIFFENERS DESIGN METHODS COMPRESSION DEFLECTION COLLAPSE DATA OUTSTANDS IMPERFECTIONS BUCKLING SLENDER STEEL PLATES LOADS LOCAL ANALYSIS ROTATIONAL INTERACTION FINITE ELEMENTS GEOMETRY BEHAVIOUR STRENGTH...

...SW JONES; PA KIRBY; DA NETHERCOT © Thomas Telford and ICE 1987 WS ATKINS & PARTNERS SHEFFIELD UNIVERSITY COLUMNS STRENGTH IMPERFECTIONS ECCENTRIC STEEL ULTIMATE SEMI RIGID DEFLECTION ENDS RESTRAINT STIFF BEAMS STEELWORK BEHAVIOUR CURVES NON LINEAR ROTATION...

... of such cylinders could be examined and confidence built upin the abilityof a finite element analysis package to reproduce the experimental failures. The modes and magnitudes of the initial imperfections and buckled deflexions have been carefully monitored. 3. Resultsfromthefiniteelement programme are used...

...LA GODOY Proc. Instn Civ. Engrs, Part 2, 1984,77,Dec., 419-427 PAPER 8803 STRUCTURAL ENGINEERINGGROUP On the collapse of cooling towers with structural imperfections L. A. GODOY, BE, PhD* Geometric imperfections and cracks in shells of revolution have previously been shown to produce severe...

... STANDARDS DATA LONGITUDINAL MAGNITUDE METHODS EXPERIMENTS DISTRIBUTION PROCESS HOT COLD COLD FORMED TENSILE COMPRESSIVE MATERIALS IMPERFECTIONS GRADIENTS © Thomas Telford and ICE 1983 Proc. InstnCiu. Engrs, Part 2,1983,75, Dec., 599-616 PAPER 8682 Effect of residual stresses...

... THEORY METHODS DESIGN RESIDUAL BOUNDARIES CONDITIONS NUMERICAL COLLAPSE ANALYSIS LOWER BOUNDS PREDICTION PLASTICITY ELASTIC TOLERANCES IMPERFECTIONS Proc. InstnCiu. Engrs, Part 2, 1983,75,June, 333-342 DISCUSSION ON PAPER 8558 Elasto-plastic buckling of pressure and axial loaded...

... of an equivalent unstiffened cylinder with length equal to the ring spacing longitudinal half wavelength of the sinusoidal imperfection external pressure external pressure corresponding to hoop yield stress (u,t/R) mean cylinder radius cylinder thickness peak geometric initial imperfection magnitude average...

... BEHAVIOUR STIFFNESS SURFACE PARAMETERS RATIOS SQUASH PRACTICE TOLERANCES CONTROL SHAPE IMPERFECTIONS HYDROSTATICS Proc. Instn Civ. Engrs, Part 2,1982.13, Sept., 633-652 8558 Elasto-plastic buckling of pressure and axial loaded cylinders J. G. A. CROLL, BE, PhD. MIStructE, FIMA* An elastic...

...A J VALSANGKAR; A M BRITTO; M J GUNN; T L L ORR; SOUTHWELL © Thomas Telford and ICE 1982 PLOTS METHODS INSPECTION TESTS BURIED FLEXIBLE PIPES ESTIMATES BUCKLING STRAIN LOADS PREDICTION BENDING MOMENTS MEASUREMENT DEFLECTION COLLAPSE STIFFNESS PARAMETERS IMPERFECTIONS...

... METHODS BURIED ESTIMATING NON DESTRUCTIVE ESTIMATES COLLAPSE STIFFNESS MODELS IMPERFECTIONS Proc. Instn Cio. Engrs, Part 2,1981, 71, Mar.,63-82 8374 Application of the Southwell plot method to the inspection and testing of buried flexible pipes A. J. VALSANGKAR, MEP. hDP. Eng* A. M. BRITTO, BSc...

...JE HARDING © Thomas Telford and ICE 1981 IMPERIAL COLLEGE RING AXIAL LOADS CYLINDRICAL OFFSHORE DEFLECTION PROGRAMS UNLOADING TENSION BENDING PRESENT PRACTICE TESTS TUBULAR PREDICTION MODES IMPERFECTIONS LENGTH STIFFENED EXTERNAL BEHAVIOUR GEOMETRY OIL...

... BOUNDARIES STRAIN POTENTIAL PROCEDURE ECCENTRIC PLASTIC RINGS COMPRESSION SHELLS TESTS STIFFENERS PATTERNS ANALYSIS LOADS FINITE ELEMENTS EFFECT PARAMETERS BEHAVIOUR FORMATION ENERGY PERFECT EXPERIMENTS COLLAPSE STIFFENED STEEL OFFSHORE FAILURES ENDS AXISYMMETRIC IMPERFECTIONS...

... CRITICAL STIFFENERS BUCKLING CYLINDERS IMPERFECTIONS AXIAL ENERGY CLASSICAL SHELLS UNSTIFFENED GEOMETRY ENDS PRACTICE POTENTIAL BOUNDARIES EQUATIONS STRINGERS PREDICTION SENSITIVE LOADS EROSION MODELLING SENSITIVITY SUPPORT SAFETY BEHAVIOUR ECCENTRICITY Proc. Instn Civ. Engrs...

... of buckling, the yieldingof the stiffeners at the ends and the influenceof initial imperfections and residual stress. The good agreement between the proposed methods of analysis and results of aseriesoftestsoncylinderswithbuilt-inendsis an indicator of the former s potential applicability in design...

...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...

... 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...

...DG WILLIAMS; D PARRY; AC WALKER; PA FRIEZE © Thomas Telford and ICE 1976 IMPERIAL COLLEGE BRITISH SHIP RESEARCH ASSOCIATION EXPLICIT INITIAL DEFORMATION MESHES SOLUTIONS DEFORMATION COMPRESSION COLLAPSE DESIGN PLATES IMPERFECTIONS Proc. Instn Cio. Engrs, Part 2, 1976...