...R J BRIDLE; T G HUGHES; M J BLACKLER; P C DAS; W J HARVEY; E MARKLAND; F W SMITH; CASTIGLIANO © Thomas Telford and ICE 1991 ENERGY METHODS ARCHES BRIDGES ANALYSIS ELASTIC NON LINEAR MASONRY BEHAVIOUR DEAD LOADS COLLAPSE COMPUTERS TENSILE STRESS STRENGTH MECHANISMS...

... to failure is proposed, which modifiesthe arch geometry and stiffnetsosmodel the effectosf the masonry s inability to sustain tensile stress. This thinning of the arch ring in areas of tension enables the formation of incipienthingesto be modelled. As theloadincreases,thesetensionzones progress through...

...J R RIDDINGTON; M Z GHAZALI © Thomas Telford and ICE 1990 SUSSEX UNIVERSITY MALAYSIA TECHNOLOGY UNIVERSITY SHEAR JOINTS STRESS MORTAR SPECIMENS TRIPLETS PROGRAMS BEDS FAILURES SLIP LEVELS TESTS BRICKS BENDING ANALYSIS BONDS MASONRY PRECOMPRESSION TENSILE FINITE...

...MDA THOMAS; BRE © Thomas Telford and ICE 1989 BUILDING RESEARCH ESTABLISHMENT BRE OPC ORDINARY PULVERISED CONCRETE CORES COMPREHENSIVE DEPTH CHLORIDE CALCIUM HYDROXIDE ALKALI POZZOLANS LABORATORIES RESEARCH PFA PORTLAND FUEL BRIDGES REINFORCED TENSILE CARBONATION...

...MS WILLIAMS; P WALDRON; ANSYS © Thomas Telford and ICE 1989 OXFORD UNIVERSITY BRISTOL UNIVERSITY MOVEMENT UNBONDED POST TENSIONED TENDONS DEMOLITION CUTTING CONCRETE STRUCTURES LABORATORIES TESTS AXIAL LOADS TENSILE DEVELOPMENT NON LINEAR FINITE ELEMENTS MODELS...

...J HEYMAN; RJ MAINSTONE; G POLENI © Thomas Telford and ICE 1989 POLENI EFFECT CRACKS BEHAVIOUR THREE DIMENSIONAL MASONRY STRUCTURES VAULTS DOMES SEMIDOMES TENSILE CRACKING FAILURES STRESS INTERNAL LOADS LOCAL PLASTIC THEORY SAFETY FACTORS FORCES ARCHES STABILITY...

... the case in a solid slab. This assumption was based on the belief that considerable flexural tensile resistance is developed in solid slabs above the tensile reinforcement, supported by the cracking observed bymein double-tee precast slabs under test. Once flexural cracking is initiated in the stems of tee...

..., Toronto Since the publication of a much earlier paper by the first Author,* I have followed his recommendations when it has been imperative to control crack widths in concrete members. At that time, the Author postulated that unless the tensile yield capacity of the reinforcement was at least equal...

...PS CHANA BRITISH CEMENT ASSOCIATION ANALYTICAL EXPERIMENTAL STUDIES SHEAR FAILURES REINFORCED CONCRETE BEAMS THEORY DESIGN MECHANISMS EXPERIMENTS BEHAVIOUR MEASUREMENT DOWELS FORCES STRENGTH AXIAL REINFORCEMENT YIELD TENSILE TESTS STABILITY CRACKS MODELS STRESS...

... slope of graph P thickness loss: pm t time :year T tensile strength L maximum allowable load in strip To original tensile strength A T loss in strength Y r partial factor of safety for loads which would ordinarily cause large strain on the structure and puit out of service Written discussion close1s6...

... BRIDGES COMPONENTS COMPLIANCE SPECTRUM TWO PART COLD CURING CHEMICAL PHYSICAL WORKING CHARACTERISTICS MIXED FRESH HARDENED BULK TESTS DATA TECHNIQUES MANUFACTURERS QUALITY CONTROL PACKAGING DESIGN RESEARCH INFORMATION STRENGTH SHEAR TENSILE TOUGHNESS SPECIFICATIONS FLEXURAL...

...S ALI; AW PAGE MASONRY NON LINEAR FINITE ELEMENTS ANALYSIS BEHAVIOUR CONCENTRATED METHODS MODELLING JOINTS BRICKS DEFORMATION MATERIALS MORTAR FAILURES TENSILE STRENGTH CRACKING PARTIAL LOADS NEWCASTLE UNIVERSITY NEW SOUTH WALES © Thomas Telford and ICE 1987 Proc...

...SH PERRY; WE ARMSTRONG; SIR A HARRIS © Thomas Telford and ICE 1987 TRINITY COLLEGE DUBLIN UNIVERSITY HARRIS AND SUTHERLAND IMPERIAL COLLEGE AXIAL LOADS CONCRETE COLUMNS LATERAL TESTS BOLTS STEEL HIGH TENSILE CONFINEMENT EXPERIMENTS FACTORIAL METHODS DESIGN STATISTICS...

... of the shearand tensile bond strengths relativtoe the compressive strength). Young's modulusof elasticityof brick masonry normal stresses perpendicular and paralletol the bed joint shear stress on the bed joint stress levelsat which the inelastic strains attain a significant value dimensionless constants normal...

...AS ADEDIMILA © Thomas Telford and ICE 1986 LAGOS UNIVERSITY MARSHALL INDIRECT TENSILE TESTS ASPHALT MIXTURES DESIGN LABORATORIES METHODS STABILITY STIFFNESS STRENGTH COMPRESSIVE MODULUS LINEAR LOGARITHMIC SEMILOGARITHMIC PREDICTIVE EQUATIONS CHARACTERISTICS...

...RJ COPE © Thomas Telford and ICE 1985 LIVERPOOL UNIVERSITY TESTS MODELS SKEW FACTORS STRUCTURES INTERPRETATION DESIGN METHODS DATA SCALE SURFACES OBTUSE CORNERS SECTIONS CAPACITY TENSILE REINFORCEMENT DEPTH FLEXURAL SHEAR FAILURES REINFORCED CONCRETE SLABS...

... EFFECT CRACKS FORMATION CONCRETE ROCKS INTERFACE COMPRESSIVE STRESS NON LINEAR CRACKING TENSILE MODELLING LOADS STATIC MODELS DESIGN STRUCTURES FORCES EQUILIBRIATION CONTACT SOLUTIONS OUTPUT JOINTS BLOCKS FOUNDATIONS LIMIT STATE PROFILES COMBINATIONS MATERIALS PROPERTIES...

... INVESTIGATIONS REPLACEMENT CEMENT PERFORMANCE SPECIFICATIONS STANDARDS COMPRESSIVE TENSILE STRENGTH CONTROL SPECIMENS DURABILITY POROSITY PORE ANALYSIS PROPERTIES MATERIALS DESIGN MIXES LABORATORIES TESTS PROCEDURE IN SERVICE HIGH MARNHAM UK Proc. lnstn Ciu. Engrs, Part 2...

...JD BIRCHALL; K KENDALL; GP WELLS © Thomas Telford and ICE 1984 IMPERIAL CHEMICAL INDUSTRIES ICI KENNEDY & DONKIN ENERGY ECONOMICS INORGANIC MATERIALS CEMENT TENSILE STRENGTH RESEARCH POLYMERS PASTES MODIFIED REPLACEMENT TESTING SPECIMENS TESTS FLEXURAL THEORY...

... 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...