... COMPONENTS EXPERIMENTS CONCRETE CYLINDERS SANDWICH PARAMETRIC STUDIES DESIGN REGULATIONS FORMULAE LENGTH DIAMETER RATIOS EFFECT RADIAL STRESS GROUTED BONDS SLIP TESTS PARAMETERS SAFETY BIAXIAL SPRINGS Proc. InstnCiu. Engrs, Part 2, 1991,91, Sept., 317-398...

...RH SCOTT; PAT GILL © Thomas Telford and ICE 1990 DURHAM UNIVERSITY TIME DEPENDENT DISTRIBUTION STRAIN BONDS STRESS TENSION REINFORCEMENT SPECIMENS TESTS CONCRETE RODS PRISMS SUSTAINED LOADS CYCLIC ELECTRIC RESISTANCE GAUGES MEASUREMENT LONGITUDINAL BEHAVIOUR...

...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...

...T M ROBERTS; H HAJI KAZEMI; D J OEHLERS THEORY REINFORCED STRENGTHENED BONDS BEAMS FAILURES STUDIES CONCRETE STEEL BONDED METHODS MECHANISMS MODES BEHAVIOUR PLATES EXTERNAL ADELAIDE UNIVERSITY Proc. lnstnCiv. Engrs, Part 2, 1989,87,Dec.,651463 DISCUSSION ON PAPER 9344...

... ANALYSIS SHALLOW DEPTH FLEXURAL DEFORMATION COMBINED ACTION FULL EXPERIMENTS BONDS INSTRUMENTATION TESTS PROCEDURE MODES FAILURES STRAIN DEFLECTION FEASIBILITY INTERFACE ULTIMATE LOADS Proc. Instn Civ.Engrs, Part 2, 1989,81, Sept., 377-399 PAPER 9439 STRUCTURAL ENGGRINOEUEPRING...

...TM ROBERTS; H HAJIKAZEMI © Thomas Telford and ICE 1989 UNIVERSITY COLLEGE CARDIFF THEORY STUDIES BEHAVIOUR REINFORCED CONCRETE BEAMS STRENGTHENED EXTERNAL BONDED STEEL PLATES INVESTIGATIONS DISPLACEMENT STRAIN STRESS TENSION SOLUTIONS SHEAR NORMAL ADHESIVE LAYERS...

...,, given by the regression lines (line 1) shown in Fig. l(aHd). Itcan be seen that the apparent bond shear strength obtained from the intercept of the Y-axis with the regression line, described by the Coulomb type expression, is close to the value of the actual bond shear strength obtained from...

...CA RAISON © Thomas Telford and ICE 1987 OVE ARUP & PARTNERS LONDON ANCHORAGES GROUND ANCHORS LIBRARIES DESIGN PARAMETERS TESTING COMPONENTS TRIALS FABRICATION TENDONS PREFABRICATED MATERIALS GROUTS SHEATHS BONDS SOILS CLAYS LONDON CLAY CAPACITY ULTIMATE...

...M DHANASEKHAR; AW PAGE © Thomas Telford and ICE 1986 NEWCASTLE UNIVERSITY NEW SOUTH WALES AUSTRALIA FILL BRICKS MASONRY INFILL PROPERTIES BEHAVIOUR FRAMES FINITE ELEMENTS MODELS SIMULATION RACKING LOADS PROGRAMS MATERIALS ELASTIC INELASTIC SURFACE FAILURES BONDS...

...V NAVARATNARAJAH; PRS SPEARE; BS 8110 © Thomas Telford and ICE 1986 MALAYA UNIVERSITY KUALA LUMPUR CITY UNIVERSITY LONDON EXPERIMENTAL STUDIES EFFECT LATERAL PRESSURE TRANSFER BONDS REINFORCING COVERS BARS PERFORMANCE DEFORMATION TESTS CONCRETE STRENGTH COMPRESSIVE...

...G DINIC; SH PERRY Proc. Instn Ciu. Engrs, Part 2,1986,81, Mar.,21-41 CTU8R93A2LU PAPER ENGINEERING GROUP Effect of reversed cyclic loadingon bond and temperature in reinforced concrete beams G. DINIC, Dipl-Ing, MSc, DIC* S. H. PERRY, BSc(Eng),PhD, MICE, MIStructEt The influence of reverse cyclic...

....=r,xV,xt, 5, = rAV,/K) where y, is 1.25From Table4, the mean value of %/V, = 1.46 Hence 5, = 1.17. 57. I am notcertainthatthereduction instrength of top castbarscan be attributed solely to weaker bond. In fact, thereis some research evidence to show that loss of bond capacity actually increases...

..., that if the plug were to move up, it would displace the webs of the beam laterally. Thus, in additionto the provision of bond between the plug and beam interfaces, it maybe essential to provide effective plug restraint by limiting the lateraldisplacements of the webs by the use of horizontal ties connecting...

...LA CLARK; P THOROGOOD © Thomas Telford and ICE 1985 BIRMINGHAM UNIVERSITY TESTS MODELS REINFORCED VARIABLES LAPS SPANS FLEXURAL REINFORCEMENT POURING REDUCTION SHEAR STRENGTH CONCRETE BEAMS HOGGING REGIONS PROTOTYPES RESEARCH BONDS LOADS DESIGN MATERIALS...

... MORTAR BONDS CRACKING SEISMIC FORCES DISPLACEMENT Proc. Instn Ciu. Engrs, Part 2,1984,77, Sept.,353-365 PAPER 8788 Dynamic testing of brick building models M.QAMARUDDIN, PhD, MISET* B. CHANDRA, PhD, MEET? A. S, ARYA, PhD,MISET, FNA, FIE? ThisPaperpresentstheresults...

...PD MORLEY; R ROYLES Proc. I n s t n Civ. Enyrs, Part 2, 1983,75, Dec., 657-669 PAPER 8701 Use ofbond stress-slip data for studying the effect of high temperatuorensthe bond in the anchorage zoonfereinforced concrete structures P. D. MORLEY, BSc(Eng), PhD* R. ROYLES, BSc(Eng), PhD, MICE,MIStruct...

... SAFETY FACTORS NON LINEAR STRESS STRAIN ULTIMATE STRENGTH COLUMNS SLENDERNESS BENDING BONDS FROST FAILURES DESIGN MATERIALS NUMERICAL MODELLING BEHAVIOUR RATIOS REINFORCEMENT DIAPHRAGM CANTILEVER RETAINING RESEARCH QUETTA BONDS CREEP CELLULAR Proc. Instn Ciu. Engrs, Part 1...

...SM SKOROBOGATDV; AD EDWARDS; J CAIRNS © Thomas Telford and ICE 1980 HERIOT WATT UNIVERSITY INFLUENCE STEEL CONCRETE LUGS TENSION JOINTS GEOMETRY BARS BONDS FAILURES COMPRESSION TESTS DEFORMATION STRENGTH REINFORCEMENT SPLITTING LAPS FORCES Proc. Instn Ciy...

...M HOLMES; JG WILSON; LH MARTIN; AN BEAL; PB RONAN © Thomas Telford and ICE 1980 FAIRCLOUGH BUILDING STRUCTURAL HIGH PRESTRESSED ROOFS PROBLEMS CONVERSION SHEAR BONDS GROUTING ASSESSMENT CEMENT CONCRETE UNDERPASSES REMEDIAL WEAKENING LOADS FAILURES BENDING...

...RN SWAMY; AK BANDYOPADHYAY © Thomas Telford and ICE 1979 SHEFFIELD UNIVERSITY TATA ENGINEERING AND LOCOMOTIVE CO EXPANDED SLATE SHEAR CONCRETE RESISTANCE SINTERED ASH DATA FORMATION TENSION FAILURES PARTICLES BONDS MATRICES CRACKING PRACTICE SOLITE INITIAL...