... from the panel dimensions (for example, K , of BS 5400)2.This process therefore avoids the need for interaction between the design of the panel and the design of the stiffener. It should be noted, however, that the resulting stiffenersize will beslightly conservative. 40. Direct axial load...

...K N RAHAL; J E HARDING; B RICHMOND; BS 5400 © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS LOADS FORMULATION ANALYTICAL CLAUSES FIELD INTERMEDIATE STIFFENED SHEAR STIFFENERS NUMERICAL MODELS STANDARDS METHODS FORCES LINEAR GIRDERS LOADS DESIGN...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS BEHAVIOUR ANALYSIS GEOMETRY PROPERTIES DEFLECTION VARIATIONS STRESS DESIGN SIZE STIFFENED SHEAR NON LINEAR PARAMETRIC PANELS INITIAL PEAK MATERIALS BENDING MODELS GIRDERS...

...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...

...JPF O CONNOR © Thomas Telford and ICE 1985 DEPARTMENT OF WATER AFFAIRS, PRETORIA THREE DIMENSIONAL MESHES ELEMENTS SURFACE CURVED EMBEDDED STIFFENERS ISOPARAMETRIC LINEAR BEHAVIOUR ELASTICITY MATRICES MATRIX ARCHES METHODS FINITE ELEMENTS ANALYSIS DAMS VALLEYS...

...SK TSANG; JE HARDING Proc. Instn Civ. Enyrs, Part 2, 1985,79, June,365-381 PAPER 8891 STERNGUGRCIONTUEUEPRRAILNG Buckling behaviour under pressureof cylindrical shells reinforced by ' light ring stiffeners S. K. TSANG, MSc, DIG* J. E. HARDING, PhD,DICMIStructE* This Paper examines the failure...

... BOLTS LATERAL STABILITY STIFFENERS SPECIMENS ELASTIC LABORATORIES COLUMNS WEBS BENDING MOMENTS LOCAL Proc. lnstn Civ. Engrs, Part 2, 1984,77, June2, 11-237 PAPER 8796 The behaviourand design of haunched steel portal frame knees L. J. MORRIS, BSc(Eng), DIC,PhD,ACGI,FIStructE* J. A. PACKER...

...SF ESTEFEN; JE HARDING; SC HOLSGROVE; A STAMENKOVIC; DJ IRVING; LPR LYONS © Thomas Telford and ICE 1984 RING STIFFENERS BEHAVIOUR INTERACTION CYLINDRICAL PANELS BUCKLING FINITE ELEMENTS SYSTEMS FINITE DIFFERENCE GEOMETRY MATERIALS NON LINEAR SOLUTIONS UPPER BOUNDS LOWER...

...KC ROCKEY; G VALTINAT; KH TANG; DW SMITH; M HERZOG © Thomas Telford and ICE 1983 DESIGN TRANSVERSE STIFFENERS WEBS LOADS SHEAR TESTS ULTIMATE ECONOMICS MATERIALS CONSTRUCTION Proc. Instn Civ. Engrs, Part 2, 1983, 75, June, 325-326 DISCUSSION ON PAPER 8504 The design...

...SF ESTEFEN; JE HARDING Proc. Instn Ciu. Engrs, Part 2,1983,75, June, 243-264 PAPER 8652 Ring stiffener behaviour and its interaction with cylindrical panel buckling S. F.ESTEFEN, BSc, MSc* J. E. H A R D I N G , PhDD, ICM, IStructEt This Paper outlines a finitedifference dynamic relaxation program...

... FORMULAE STIFFENERS SHEAR SLENDER BUCKLING POST BUCKLING PLASTIC DISTRIBUTION PLATES Proc. lnstn Ciu.Engrs, Part 2, 1981,71, Dec., 1069-1099 8504 The design of transverse stiffeners on webs loaded inshear-an ultimate load approach c.K. ROCKEY, MSc(Eng), PhD, FICE. FIStructE' G. VALTINAT, D r l n...

... 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...

...CP ELLINAS; RC BATISTA; JGA CROLL © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE LONDON RIO DE JANIERO FEDERALE UNIVERSIDADE OVERALL STIFFENED LOWER BOUNDS ELASTIC COMPONENTS POST BUCKLING REDUCTION INCREMENTAL EXPERIMENTAL TRIGGERING ISOTROPIC DESIGN EFFICIENCY POST...

...AC WALKER; S SRIDHARRAN Proc. Instn Ciu. Engrs, Part 2, 1980,69, June, 44-412 8342 Analysis of the behaviour of axially compressed stringer-stiffened cylindrical shells c.A. WALKER, DSc,PhD,MIMechE.MICE* S. SRIDHARAN, PhD, MSC. BET Simplifimedethofcdoasrlculatitnchgoellaplsoeaodxfsiaclloympressed...

...SE WEBB; PJ DOWLING LARGE BEHAVIOUR PLATES IN PLANE ANGLES FLATS NON LINEAR RELAXATION YIELD DEPTH SLENDERNESS HYBRID FORCES DISTORTION ZONES DEFLECTION DISCRETE MATHEMATICS ECCENTRIC LOADS ACTION STIFFENERS MATERIALS GOVERNING NUMERICAL FINITE DIFFERENCE MULTILAYER...

...TM ROBERTS; KC ROCKEY; ACG HAYWARD FAIRFIELD MABEY MECHANISMS COLLAPSE PLATES LOADS STRENGTH FAILURES ROTATION SOLUTIONS LOADS GIRDERS PATCH STIFFENERS ALTERNATIVE DISTRIBUTION PREDICTION SLENDER IN PLANE LOCAL BEARING FLANGES © Thomas Telford and ICE 1980...

... STIFFENERS BENDING FLOW Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Mar.,191-198 TN 253 Analysis of circularconveyorgalleries H. M. HAYDL, PhD, PEng* The elements of the structural analysis of circular conveyor galleries are presented. The information given should enable the designer to obtain...

...HM HAYDL; AN SHERBOURNE; O TUNNELL © Thomas Telford and ICE 1978 HATCH ASSOCIATES TORONTO DESIGN DUCTS CYLINDRICAL AXIAL LARGE PARAMETERS STRESS RING CIRCULAR BUCKLING STIFFENERS Proc. lnstn Ciu. Engrs, Part 2, 1978, 65, Dec., 949-951 8113 DISCUSSION Design of large...

...HM HAYDL; AN SHERBOURNE DESIGN DUCTS DISTRIBUTION ESTIMATES STIFFENERS LOADS BEAMS UNSTIFFENED LARGE GRANULAR HYDROSTATICS SPACING SHELLS EQUATIONS CIRCULAR PRESSURE MATERIALS RING THEORY WATERLOO UNIVERSITY ONTARIO © Thomas Telford and ICE 1978 Proc. Instn Ciu...

...WSS SIMONIAN; F SAWKO © Thomas Telford and ICE 1978 AZARABADEGAR UNIVERSITY IRAN LIVERPOOL UNIVERSITY ELASTIC TRAPEZOIDAL STEEL BRIDGES DISTRIBUTION FLANGES STIFFENED COEFFICIENTS BEHAVIOUR STIFFENERS ECCENTRIC BUCKLING SUPPORTS BOX INTERACTION SHEAR UNSTIFFENED...