..., eight full-scale RS beams of size 20 × 25 × 200 cm were experimentally tested to evaluate their flexural behavior. The mechanism of crack propagation and the cracking moments (M_cr) and ultimate moments (M_u) of the RS beams were compared with the results from...

...T G HUGHES; M J BLACKLER; M GILBERT; C MELBOURNE © Thomas Telford and ICE 1999 SHEFFIELD UNIVERSITY SALFORD UNIVERSITY MASONRY ARCHES ASSESSMENT METHODS BRIDGES RINGS MULTIRING SNAP THROUGH MECHANISMS ANALYSIS CRACKS CRACKING BRICKWORK ANALYSIS METHODS STRUCTURES...

... MATERIALS PROPERTIES TENSILE BACKFILL FILL DISPERSAL ANGLES PROGRESSIVE DEVELOPMENT CRACKING RINGS LIVE BRICKWORK BRICKS MAINTENANCE INSPECTION PACKAGES TWO DIMENSIONAL MODELS BEHAVIOUR MODELLING RED SANDSTONE RUBBLE ASHLAR BRIDGEMILL STRATHMASHIE BARLIE SCOTLAND UK...

... PROPERTIES WEBS ORTHOGONAL REINFORCEMENT DEFORMATION BEHAVIOUR ULTIMATE LOADS CRACKING FAILURES MODES STEEL TENSION STRAIN RATIOS SPAN TO DEPTH EQUATIONS CRACKS SPLITTING DIAGONAL LIMIT STATE Shear strength of reinforced and prestressed concrete deep beams. Part II: the supporting...

...T G HUGHES; M J BLACKLER; MEXE © Thomas Telford and ICE 1997 WALES UNIVERSITY CARDIFF MOTT MACDONALD MASONRY ARCHES ASSESSMENT METHODS BRIDGES LOADS PROCEDURE EXPERIMENTS FAILURES MECHANISMS ANALYSIS CARRYING CAPACITY MEXE PINNED ELASTIC CRACKING DATA SELECTION...

... GRAVITY CYLINDERS SPLITTING TESTS BRAZILIAN LOADS FORMULATION ESTIMATING TENSILE STRENGTH LINEAR ELASTIC CRACKING CRUSHING TANGENTS RATIOS MODELLING Nonlinear isoparametric nite-strip method Z. Lin, MSc PhD, M. Raoof, PhD, DIC, CEng, MIStructE and L. A. Wood, PhD, CEng, MICE s Based...

...N I H WILLIAMSON © Thomas Telford and ICE 1996 INDUSTRIAL FLOORING CONSULTANTS LTD CONCRETE FLOORS WAREHOUSING DISTRIBUTION FACILITIES WAREHOUSES SLABS GROUND SPECIFICATIONS DESIGN CONSTRUCTION BEARING TECHNIQUES MATERIALS PRACTICE LOADS LOADING CRACKS SUSPENDED...

... RATIOS THIN MEMBRANES DISTRIBUTION REINFORCEMENT RESINS CRACKING CRACKS STRESS SHEAR MECHANISMS FRP DESIGN CURVES DEFLECTION STRAIN PARAMETERS STRAIN MATERIALS LAMINATED ORTHOTROPIC COMPOSITE PANELS RIGS INSTRUMENTATION INSTRUMENTS PROPERTIES BEHAVIOUR DAMAGE TENSION BENDING...

...B P HUGHES; YONG XIAO; Y XIAO © Thomas Telford and ICE 1995 BIRMINGHAM UNIVERSITY SOUTHAMPTON UNIVERSITY CONCRETE SLABS FLAT FIBRES LINK REINFORCEMENT COLUMNS CONNECTIONS RATIOS STRENGTH DUCTILITY SHEAR PUNCHING FIBROUS CRACKS CONTROL FLOORS STEEL RIGS EXPERIMENTS...

... TRANSVERSE PARALLEL BOX TUBES CONNECTIONS THEORY DESIGN CONCRETE CRUSHING MODELS TESTS STRENGTH MATERIALS CRACKING SPECIMENS REINFORCEMENT TENSILE Proc. Instn Civ. Engrs Structs & Bldgs. 1995, 110, May, 204-215 Structural and Blrilding Board Structures Panel Paper I0671 Written discussion...

...A K H KWAN; Y K CHEUNG; X L LU © Thomas Telford and ICE 1994 HONG KONG UNIVERSITY CONCRETE REINFORCED WALLS SHEAR SLIT BEAMS CONNECTING BEHAVIOUR CYCLIC TESTS DUCTILITY CRACKING FAILURES REINFORCEMENT STRESS DISTRIBUTION STIFFNESS STRENGTH DEGRADATION DAMPING...

... DEFORMATION SEGMENTAL POST TENSIONED PRECAST CORROSION TENDONS DEFLECTION STRUCTURES RISKS HIGHWAYS POST TENSIONING JACKING ANCHORING FAILURES JOINTS CRACKS CRACKING COLLAPSE ASSESSMENT CONCRETE DETECTION PREDICTION BEAMS BONDS DEMOLITION DUCTS GROUTS RHEOLOGY GROUTING INJECTION...

...J CAIRNS © Thomas Telford and ICE 1994 HERIOT WATT UNIVERSITY REINFORCEMENT EPOXY COATS COATINGS COATED PERFORMANCE SERVICEABILITY LIMIT STATE FUSION BONDED CORROSION CONCRETE REINFORCED SURFACE TEXTURE BONDS BARS EXPERIMENTS PROPERTIES CRACKING DEFLECTION BEAMS...

... CRACKS CRACKING SERVICEABILITY ULTIMATE Load relief duringstructuralrepairs to reinforced concrete beams g;zi Bldgs, 1993, 99, Nov, 417-427 J. Cairns,BSc, PhD StructurulBoard Paper 10241 Corrosion of reinforcementis the main cause of deteriorationof structural con- propping. The Working Party...

.... conventional strips) and, hence, reinforcement respectively needs muchnarrower half-band width (HBW) in the stifFness matrix, with obvious savings in subsequent computer running time. The proposednon-linear version of the present model caters for concrete material non-linearities attributable to cracking...

...H SCHOLZ Alternative crack width computation for prestressed members Proc. Instn Ciu. Engrs Struct & Bldgs, 1993.99, May, 135-140 H.Scholz Structural Board Paper 10048 This Paperdescribes a new methodto compute the crack width attributableto larities would allow the calculationof the crack Written...

... I993 slab acting as the horizontal member. Results are given here ofthe tests of the connections between this member andthe steelwork. These and earlier tests provide the basis for tentative design rules, relating to stiffness, diagonal tension cracking of the slab, andlocal yielding of the steel top...

... and loading types. The responosef Department of ments takenand the observed structural the structure to loads with respect to cracking Civil Engineering, behaviour are described. The main modes characteristics, modes of failure and ultimate University ofDundee of failure observed inthe testwere diago...

... RESPONSES FLEXURAL CRACKS CRACKING STRESS BRICKS VARIABLES STEEL PRESTRESS FORCES TENSILE MASONRY THREE PHASE An experimental investigationof post-tensioned brickworkfin walls Y. Daou, BSc, MSCP, hD, and B. Hobbs, BSc, MICE Proc. Instn Ciu. Engrs Structs & Bldgs, 1992, 94, Nov., 429-438 Paper...

... righat t the onsetof walls and slab strips was provided b8ymm cracking, well before yieldof the reinforcement dia. deformed bars with an averageyield has been reached. Moreover, theoriesthat strength of 460 N/mmz. Shear reinforcement assume rigid-plastic material properties fail to was also providedin...