... and bending. The first step towards formulating a new theory is to identify a general load-carrying mechanism. This requires information on stress fields in girder webs with different hole shapes and sizes, aspect ratios and flange strength. The aim of the numerical study reported in this Paper,which covered...

... TRANSVERSE FLANGES MODELS INELASTIC MECHANISMS UNDERWATER CROSSINGS SHIELD DRIVEN PROPERTIES SHIELDS CYLINDRICAL FINITE STRIP MOMENTS CURVATURE RESPONSES STIFFNESS TUBES RIGIDITY HUDSON RIVER MANHATTAN NEW JERSEY USA UNITED STATES Proc. Instn Cio.Engrs, Part 2,1989,87, June...

... BIFURCATION BUCKLING BRACES AXIAL BEAMS FLANGES TORSIONAL RESTRAINT DISTRIBUTION MULTIPLE SENSITIVITY FLEXIBLE ENDS NON LINEAR BENDING TORSION LOADS SHEAR DEFLECTION Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 87-1 12 PAPER 9410 STERNUGCINTEUERRAILNG GROUP Ultimate strength analysis...

...NK SUBEDI; HHA WONG © Thomas Telford and ICE 1989 OVE ARUP SECTIONS REINFORCED CONCRETE DEEP BEAMS METHODS ANALYSIS BEARING FAILURES LOADS COMPRESSION ZONES EQUILIBRIUM FORCES BEHAVIOUR FLANGES I SECTIONS Proc. Instn Civ.Engrs, Part 2,1989,87, Mar., 127-129...

...RW COLLINGWOOD; TH FENWICK; PG PAYNE; GJC JEBB; AW BERRYMAN; M COUCHMAN; WGK FLEMING; S THORBURN; FH HUGHES; EF HUMPHRIES; WM LEWIS; GH COPE; JE SPINDEL MAIN RAILWAYS LINES DIVERSION CONSTRUCTION DEFECTS PILES BEAMS BRIDGES BORED DESIGN BOX THICKNESS FLANGES CONTRACTS COSTS...

... as originally proposed up tothicknesses of 55 mm, and to adop5t0 D for thicknesses in excess of 55 mm. 71. There were also fatigue factors associated with theIDWR and it was necessary to interpret these fatigue factors correctly in the light of existing test data. The thickness of the flanges and some...

... CONNECTIONS SEMI RIGID LOADS CHORDS ELASTIC DESIGN STIFFNESS ROTATION METHODS WIDTH ENDS THEORY EXPERIMENTAL UNREINFORCED MEMBERS SPANS VERTICAL FLANGES PLATES FAILURES YIELD LINE MODELS ONE SIDED RIGID WEBS MANUFACTURING BRITTLE BEHAVIOUR Proc. Instn Ciu. Engrs, Part 2,1985,79...

...BO HILSON; PD RODD © Thomas Telford and ICE 1985 BRIGHTON POLYTECHNIC NAILS WEBS DESIGN PROCEDURE SECTIONS I SECTIONS STEEL TIMBER FLANGES CORRUGATED TESTS COMPONENTS LABORATORIES NAIL WEB BEAMS PROBLEMS EFFECT SLIP DISTORTION SHEAR FACTORS MODULUS EQUATIONS...

... FINITE ELEMENTS METHODS VALUE DEFLECTION STRESS FLANGES EDGES ACCURACY INVESTIGATIONS FABRICATION TESTS RIGS INSTRUMENTATION TESTING PROCEDURE THEORY Proc. Instn Ciu. Engrs, Part 2, 1985,79, Mar., 55-71 PAPER 8847 STERNUGCINTEUERRAINLG GROUP Model studies on multi-cell structures N. E...

... girders with reinforced web holes is proposed as the sum of four contributing factors: (i) the elastic critical load; (ii) the load carried by the membrane tension in the web in the post-critical stage; (iii) the load carried by the flange; and (iv)the load carried by the reinforcement. The elastic...

... and the related features are taken careof 54. Theloadappliedonthegirders is not given in absolutetermsbutas a percentage. I could only compare the values relative to each other by computing the longitudinal normal stresses by SBT and the transverse normalstresses as per the flange-truss analogy.21,22...

... METHODS INSTRUMENTATION RIGS EXPERIMENTAL OBSERVATIONS LOADS MEMBRANES FIELD TENSION FORMATION PLASTIC HINGES FLANGES DESIGN Proc. Instn Ciu. Engrs, Part 2, 1983,75, June,2 6 S 2 8 2 PAPER 8655 Equilibrium solution for predictintghe strength of webswith rectangular holes R. NARAYANAN, MSc...

...V KRISTEK; J STUDNICKA © Thomas Telford and ICE 1982 PRAGUE TECHNICAL UNIVERSITY ANALYSIS COMPOSITE GIRDERS DEFORMATION CONNECTORS BEAMS STEEL CONCRETE DECKS FLANGES INFLUENCE CONNECTIONS STRESS STATE DEFLECTION THEORY METHODS FOLDED PLATES STUDIES PARAMETRIC...

... STIFFENED INTERACTION PANELS SHEAR CONNECTIONS SLABS LIGHT STEEL TOP FLANGES ULTIMATE STRENGTH DESIGN METHODS BRIDGES CODES PREDICTION VIADUCTS RESISTANCE LONGITUDINAL STIFFENED SLENDERNESS RATIOS AXIAL ANCHORAGES RESEARCH COMBINED BENDING THEORY SPECIMENS LOADS TRANSVERSE...

... INTERIOR STRESS BEHAVIOUR JOINTS HINGES TESTING PROCEDURE DEFLECTION STRAIN TRANSVERSE YIELD CONCRETE STRENGTH CRUSHING LIMITING FLANGES WEBS Proc. Instn Ciu. Engrs, Part 2,1981,71, Dec., 25-51 8506 continuoEuoxsnperiments composite beams P. ANSOURIAN, BSc, BE, PhD, MIEAust* Tests...

...A COULL; YC WONG © Thomas Telford and ICE 1981 GLASGOW UNIVERSITY WAN MAHOMED AND KHOO BENDING SLABS CROSSWALLS EMPIRICAL ESTIMATING VALUE LOADS CONFIGURATION EFFECT FLANGES L SHAPED STIFFNESS STRUCTURES DESIGN FORMULAE PROCEDURE ANALYSIS WIDTH LENGTH THICKNESS T...

...NE SHANMUGAM; HR EVANS; GRLULT © Thomas Telford and ICE 1981 WALES POLYTECHNIC UNIVERSITY COLLEGE CARDIFF GRILLAGES ULTIMATE CELLULAR ELASTIC DISCRETE METHODS RATE WIDTH FLANGES APPROXIMATION SHEAR PLATES COMPUTERS CELLS TRANSVERSE ANALYSIS LOADS STRUCTURES MULTI...

...R NARAYANAN; KC ROCKEY UNIVERSITY COLLEGE CARDIFF ULTIMATE PLATES CIRCULAR TESTS SLENDERNESS RATIOS DEPTH FAILURES HINGES INSTRUMENTATION LOADS GIRDERS THIN WALLED FLANGES SIZE LINEAR MECHANISMS METHODS INVESTIGATIONS PROCEDURE CAPACITY WEBS STRENGTH PARAMETERS...

...TM ROBERTS © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE CARDIFF SLENDER LOADS LOCALISED MECHANISMS ULTIMATE BENDING STRESS FLANGES PLATES EDGES PLANE SOLUTIONS CAPACITY YIELDING DATA EQUATIONS GIRDERS TESTS WEBS PREDICTION SPECIMENS COEXISTENT COLLAPSE P...

...JM HUSLID; KC ROCKEY; M HERZOG © Thomas Telford and ICE 1980 INFLUENCE ENDS POSTS RIGIDITY COLLAPSE BEHAVIOUR PLATES GIRDERS CALCULATIONS SHEAR STRENGTH PANELS FLANGES WEBS FAILURES MODES ULTIMATE LOADS TWIN Proc. Instn Cia. Engrs, Part 2, 1980, 69, Sept., 871-872...