...Aleena Mariyam Jacob; D. Harith Suraj Fibre-reinforced polymer ( FRP ) composites have emerged as an effective technique for enhancing the shear performance of reinforced concrete ( RC ) beams in existing structures. This study proposes a data-driven framework for predicting the total shear...

... was determined based on the results of an investigation into the masonry materials used in ancient pagodas. Parametric expansion analyses were then carried out on the numerical model. The results show three distinct failure modes: shear–sliding failure, compression–shear failure and compression–bending failure...

... Limited Licensed re-use rights only beams & girders bending test green building metal straps recycled material shear shear failure steel replacement stirrups UN SDG 9: Industry, innovation and infrastructure Steel, renowned for its robustness, is a cornerstone...

... and ρ y ) on the punching shear resistance (PSR) of flat slabs was experimentally investigated. Six slabs, measuring 1.5 m × 1.5 m × 0.15 m, were tested, with a constant average reinforcement ratio ( ρ av ) of 0.3% and ρ x / ρ...

... of the non-strengthened end panel. failure fibre-reinforced polymer strengthening mode of failure non-rigid end post shear shear buckling slender web steel plate girder steel structures ultimate load yield stress The need for an increase in buckling strength may also arise in in-service...

...Rahul Tarachand Pardeshi, PhD; Yogesh Deoram Patil, PhD Headed studs are shear connectors in composite structures used at the adjoining face of a steel beam and a concrete slab. In this research, the conventional shape of a headed stud was restructured to resemble the shape of a coconut palm stem...

... of shear and torsional reinforcement. Studies have shown that the shear strength limits introduced based on the plane-truss approach estimate the maximum shear strength and shear failure mode with reasonable accuracy. However, the torsional strength limits derived based on the space-truss analogy and thin...

...R N SWAMY; P MUKHOPADHYAYA SHEFFIELD UNIVERSITY SHERBROOKE UNIVERSITY BEAMS CONCRETE POLYMERS PLATES REINFORCED CARBON FIBRES DEBONDING CFRP LAMINATES REINFORCEMENT STRENGTHENING TENSION STRENGTH PROPERTIES SHEAR EXTERNAL BONDED ANCHORAGES UNIDIRECTIONAL FOUR POINT...

...M E RUDDLE; G I B RANKIN; A E L LONG; MOHR; MOHR COULOMB; GURALNICK; ZSUTTY; PRUIJSSERS; BS 8110; ACI 318; ACI 318 95 © Thomas Telford and ICE 1999 QUEENS UNIVERSITY BELFAST NORTHERN IRELAND TECHNOLOGY CENTRE PILKINGTON GROUP ENGINEERING BEAMS SHEAR STRENGTH PREDICTION...

... ANALYSIS TESTS BEAMS DUPLEX LOADS EXPERIMENTS BENDING FINITE ELEMENTS COMPRESSIVE GFRP GLASS FIBRES REINFORCED SANDWICH FLANGES ACTION INDENTS FOAM SHUTTERING FAILURES FLEXURAL CRUSHING WEBS SHEAR BEHAVIOUR PREDICTION RIGIDITY CAPACITY REINFORCEMENT STRENGTH MATERIALS PREPREG...

... in this paper. Formulae for the shear sti€ness of cross-bracing of di€erent geometrical arrangements are presented. The sandwich model is introduced for the fullheight buckling analysis. Simple closedform solutions are derived and a design diagram and tables are given for the calculation of the critical load...

...T D G CANISIUS; A MAITRA; BRE; HSE Strength of adjustable propsÐeffect of shear-pin position Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134, May, 139 ± 146 T. D. G. Canisius, BSc (Eng), MASc, PhD, and A. Maitra, BSc, CEng, MICE & This paper contains the results of a series of tests carried out...

...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...

...A NADJAI; D JOHNSON; J F LYNESS © Thomas Telford and ICE 1999 ULSTER UNIVERSITY NOTTINGHAM TRENT UNIVERSITY BUILDINGS TALL STRUCTURES SOILS INTERACTION DISCRETE FORCES METHODS BASES FLEXIBILITY ELASTOPLASTIC BEHAVIOUR SPATIAL SHEAR WALLS LOADS LOADING MODELS...

... STRUCTURES DESIGN INNOVATION CROSS SECTIONS EFFICIENCY SECTIONS RESISTANCE STRESS STATE COMBINED FLEXURAL SHEAR DEFORMABILITY ECCENTRIC INSTABILITY Prestressed concrete box girder Proc. Instn Civ. Engrs Structs & bridges with folded steel plate webs Bldgs, 1999, 134, Feb., 77 85 M. Rosignoli...

...A KERMANI; H C C GOH © Thomas Telford and ICE 1999 NAPIER UNIVERSITY TIMBER JOINTS MULTI NAILED LOADS SLIPS CHARACTERISTICS RESEARCH SEMI RIGID NAILED WOOD NAILS RIGIDITY LOADING CARRYING NAILING SHEAR CONFIGURATION CONNECTIONS DEFORMATION MODELS SIMULATION...

... THIN WALLED BOX GIRDERS PORTAL 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...

...G MULLER; R REID © Thomas Telford and ICE 1998 QUEENS UNIVERSITY BELFAST DORAN & PARTNERS BEAMS SHEAR RESISTANCE ANGLES SHALLOW BARS BENT UP REINFORCEMENT ELASTIC STRESS DISTRIBUTION CONCRETE STRUCTURES RESEARCH REINFORCED ANALOGIES TRUSSES MODELS LOADS...

...K ARVIDSSON; D JOHNSON; A NADJAI © Thomas Telford and ICE 1998 NOTTINGHAM TRENT UNIVERSITY ULSTER UNIVERSITY JORDANSTOWN BUILDINGS MULTI STOREY TALL WALLS SHEAR NON PLANAR COUPLED ANALYSIS COMPUTERS ST VENANT TORSION STRESS RESPONSES DISCUSSION Non-planar coupled...

... a procedure for calculating the probability of failure at different time stages. In this study ultimate limit states were considered for moment and shear. The selected bridges are slab on girder type structures. Short- and medium-span existing bridges are included. The corrosion patterns and rates...