...M ROSIGNOLI © Thomas Telford and ICE 1999 BRIDGES LAUNCHED OPTIMISATION NOSES LAUNCHING DESIGN STRESS TEMPORARY MOVEMENT FIXED BEARINGS COSTS CONTROL DECKS INTERACTION METHODS MODELLING MATHEMATICAL MODELS PRECAST CONCRETE MOMENTS FORCES EXTENSIONS ELASTIC SYSTEMS...

... ULTIMATE REINFORCED CONCRETE FAILURES CRITERION INTERACTION RELATIONSHIPS LIMITING VALUE STRESS NORMAL COMPRESSION ZONES T BEAMS HIGH HIGH STRENGTH CONTINUOUS PROPERTIES LOADS TESTS RATIOS SLENDERNESS CODES PRACTICE BIAXIAL ELASTIC DISTRIBUTION BEHAVIOUR FLEXURE RESISTANCE...

...A W DAVIES; D S C GRIFFITH; T HOGLUND; EUROCODE 3 © Thomas Telford and ICE 1999 CARDIFF UNIVERSITY GIRDERS STEEL PLATES SHEAR STRENGTH SLENDER TESTS ULTIMATE RESISTANCE PREDICTION THEORY EUROCODES STRESS TENSION FIELDS METHODS POST CRITICAL ROTATING FLANGES Shear...

...T J STRATFORD; C J BURGOYNE; H P J TAYLOR; R V SOUTHWELL DESIGN STABILITY LONG PRECAST CONCRETE BEAMS EQUATIONS SIMPLE SIMPLY SUPPORTED TRANSPORTATION LIFTING FLEXIBLE BEARINGS LOADS CRITICAL ESTIMATING IMPERFECTIONS SUPPORTS LEVELNESS STRESS SECOND ORDER EFFECT IMPERFECT...

...M J RYALL © Thomas Telford and ICE 1999 SURREY UNIVERSITY BRIDGES BOX GIRDERS CONCRETE PRESTRESSED IN SITU STRESS THEORY APPLICATIONS HARD INCLUSION TECHNIQUES METHODS MEASUREMENT ASSESSMENT INSPECTION PRESTRESS STRESSMETERS INSTRUMENTS INSTRUMENTATION DESIGN...

... hemisymmetrical force f ultimate stress G shear modulus H total depth of cross-section (distance between the edges) h theoretical depth of cross-section (distance between the centre lines of the slabs) hc depth of cross-sectional central core hf depth of the fold in a folded-plate web hp net height of web panel I...

... FRAMES EDGES STRESS LAG SHEAR MODELLING MODELS STRUCTURES BEHAVIOUR FATIGUE CRACKS FORECASTS MECHANICS SLENDER LARGE STIFFNESS FLANGES Structural repair and strengthening of the steel structures of ship unloaders Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Nov., 368 375 Paper...

... improvement in the correlation of the rotational response (Fig. 15) with both the analytical and the experimental results obtained by Tso and Biswas. 35. We have also found that, contrary to Arvidsson s suggestion, the St Venant torsion can affect the stress response signi cantly. The effect is not pronounced...

...G MULLER; R REID BEAMS SHEAR RESISTANCE ANGLES SHALLOW BARS BENT UP REINFORCEMENT ELASTIC STRESS DISTRIBUTION CONCRETE STRUCTURES RESEARCH REINFORCED ANALOGIES TRUSSES MODELS LOADS LOADING DEFLECTION TESTS Shear resistance of beams with shallow-angle bent-up bars Proc...

...L J RASMUSSEN; G BAKER; VON MISES © Thomas Telford and ICE 1998 RAMBOLL QUEENSLAND UNIVERSITY A stress resultant plasticity model for the analysis of reinforced concrete shell and box structures Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, May, 177 187 Paper 11511 L. J. Rasmussen...

...G I B RANKIN; A E LONG CONCRETE SLABS ARCHING ACTION STRENGTH ENHANCEMENT LATERALLY RESTRAINED RESTRAINT LATERAL STRIP BEHAVIOUR ULTIMATE LOADS CAPACITY REINFORCED DEVELOPMENT COMPRESSIVE MEMBRANES METHODS PREDICTION ENHANCED DEFORMATION THEORY ELASTIC PLASTIC STRESS...

... launching stresses have to be investigated between an infinite number of support configurations, and then of static schemes. In practice, this research is done by discretizing the movement of the deck, that is by calculating bending moment and shear force diagrams in a sequence of close support...

... RATIOS EMBEDDED STEEL REINFORCEMENT STRENGTH DUCTILITY FAILURES STIFFNESS EXTERNAL THEORY SHEAR STRESS SPANS LOWER BOUNDS MECHANISMS FULL CODES PEELING MODES FLEXURAL CRACKS SPACING PREMATURE An insight into the structural behaviour of reinforced concrete beams with externally...

... of the problem considered include fatigue crack initiation and propagation, the residual shear strength of fatigue-cracked web panels, and S N relationships based on geometric stress ranges at welded web boundaries. Analytical predictions of geometric fatigue stresses are used in conjunction with Eurocode 3...

... of the support sections produces transitor y stresses that affect the sizing of the deck and increase the consumption of materials. Although materials are only one component of the overall cost of the deck, and the costs associated with the particular building technique used are often much more significant when...

...E MIRAMBELL; J COSTA; BS 54OO; EC 1 © Thomas Telford and ICE 1997 CATALUNYA UNIVERSITAT POLITECNICA BARCELONA BRIDGES COMPOSITE THERMAL STRESS STANDARDS BRITISH CODES EUROCODES DESIGN LOADS PRACTICE EFFECT TEMPERATURE DISTRIBUTION BOX GIRDERS PLATES DOUBLE DECKS...

... MODULUS RELAXATION PROCEDURE NUMERICAL INTEGRATION MEMBERS STUDIES PARAMETRIC CROSS SECTIONS CRACKED UNCRACKED SPANS DEPTH RATIOS STRESS DEFLECTION MEASUREMENT CODES STANDARDS CONCRETE STEEL MOMENTS STRENGTH EFFECT Long-term service-load behaviour of simply supported pro led...

... TESTS REPAIRS DESIGN LOADS SEISMIC INVESTIGATIONS THREE DIMENSIONAL DYNAMIC ANALYSIS INSPECTION CRACKS COLUMNS FLANGES WEBS ULTRASONIC PARTICLES MAGNETIC V NOTCHES NOTCHES METAL MATERIALS ENERGY DISSIPATION DEFORMATION INELASTIC RESISTING DAMAGE STRESS PROPAGATION REDUCTION...

...D A PONNIAH; C A FAIRFIELD; D J PRENTICE; BD21/93 Fill stresses in a new brick arch bridge subject to heavy axle-load tests D. A. Ponniah, BSc, MEng, PhD, MBA, CEng, MICE, C. A. Fairfield, BEng, PhD, MIHT, MInstNDT and D. J. Prentice, BEng Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 123, May...

... high longitudinal shear stresses at the adhesive concrete interface, although the concrete failed in all tests and debonding of the adhesive from the concrete was not obser ved. Plate end anchorage delays failure by resisting plate separation but does not increase structural stiffness until internal...