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Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (3): 281–282.
Published: 01 August 1999
... are not suciently familiar with the fatigue advice in the British Standards and, therefore, cannot comment; perhaps this should be looked into by the relevant committees. 54. In addition to air-arcing, we used grinding to remove the back-up bars in the basement where seismic e€ects were expected...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (2): 129–137.
Published: 01 May 1999
... which were found to give consistent rates of corrosion. Electrochemical-noise measurements were found to be less suitable for this application. Electrical equivalentcircuit models are derived for corroding and passive steel bars in concrete, and these are used to interpret and understand the results...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (4): 385–393.
Published: 01 November 1998
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (2): 127–142.
Published: 01 May 1997
... conditions commonly found on site. Steel bar reinforcement 8. Three steel bars, similar to those used as internal reinforcement in the beams, were tested in tension in an Instron loading machine at an extension rate of 1·0 mm/min, which is within the allowable maximum rate of 1·2 mm/min derived from BS EN...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (1): 35–51.
Published: 01 February 1997
... DAMAGE SIMPLY SINGLE POINT TWO POINT BARS LINK STRUCTURES LABORATORIES Structural characteristics of RC beams with exposed main steel M. Raoof, PhD, DIC, CEng, MIStructE and Z. Lin, MSc, PhD Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Feb., 35 51 Paper 11024 s A pilot study...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (2): 176–185.
Published: 01 May 1995
... beams with a part of the longitudinal reinforcement exposed over varying portionosf the span. A method of analysis, based on existing semi-empirical rules in BS 8110,is proposed to take accounoft a contribution from exposed bars. The analysis suggests that shear strengtihs increased when reinforcement...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (4): 391–400.
Published: 01 November 1994
...J CAIRNS; R ABDULLAH; BS 8110 © Thomas Telford and ICE 1994 HERIOT WATT UNIVERSITY MALAYSIA JOHORE TECHNOLOGY UNIVERSITY CONCRETE STRUCTURES REINFORCEMENT ULTIMATE STRENGTH JOINTS EPOXY COATED COATINGS FUSION BONDED RESISTANCE BONDS BARS REDUCTION PROTECTION...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (3): 351–355.
Published: 01 August 1994
... DETERIORATION TESTS COMPRESSION STEEL LOADS DEFLECTION BARS NOMINAL DISCUSSION Behaviour of concrete beams with exposed reinforcement Proc. Instn Civ. Engrs Structs & Bldgs, 1994, 104, Aug., 351-355 1.Cairns and 2.Zhao Structural and Building Board Structural Panel J. R. Eyre and M.-A. Nokhasteh...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (2): 219–230.
Published: 01 May 1994
... CURVES IMPERFECTIONS SLENDERNESS SPACING MODELS WEBS FLANGES FLAT BARS EIGENVALUES Torsionalbuckling of ring-stiffeners in cylindrical shells subjected to external pressure L. A . Louca, MSc, DIC PhD, and J. E. Harding,PhD, DIC, CEng,FICE, FIStructE gi Bldgs, 1994,104, May.219-230 Structural...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (1): 61–73.
Published: 01 February 1994
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (4): 417–427.
Published: 01 November 1993
...J CAIRNS © Thomas Telford and ICE 1993 HERIOT WATT UNIVERSITY CONCRETE LOADS RELIEF REPAIRS STRUCTURAL REINFORCED BEAMS CORROSION REINFORCEMENT DETERIORATION BARS REPLACEMENT FAILURES EXPERIMENTS TENSION BEHAVIOUR ANALYSIS NUMERICAL MODELS TESTS STRENGTH METHODS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (3): 345–358.
Published: 01 August 1993
...P S CHANA; BS 8110 © Thomas Telford and ICE 1993 IMPERIAL COLLEGE CONCRETE RESEARCH & INNOVATION CENTRE CONCRETE SLABS FLAT PREFABRICATED SHEAR REINFORCEMENT SYSTEMS REINFORCED LINK HOOPS BARS ASSEMBLY PUNCHING STANDARDS FAILURES MODES COLUMNS RINGS SHEARHOOPS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (2): 173–186.
Published: 01 May 1993
...J H BUNGEY; S G MILLARD STRUCTURES INSPECTION RADAR SURFACE SCANNING IMPULSES CONCRETE INFLUENCE MOISTURE REINFORCING BARS ELECTROMAGNETIC WAVES PULSES IMAGES SUBSURFACE NON DESTRUCTIVE METHODS TESTING TESTS LIVERPOOL UNIVERSITY © Thomas Telford and ICE 1993...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (4): 429–438.
Published: 01 November 1992
...Y DAOU; B HOBBS © Thomas Telford and ICE 1992 SHEFFIELD UNIVERSITY EXPERIMENTAL INVESTIGATIONS POST TENSIONED BRICKWORK FINS WALLS MODELS BEHAVIOUR EXPERIMENTS TESTS CANTILEVER LINEAR SCALE RATIOS LOADS DEFLECTION UNBONDED BARS TENDONS MODES FAILURES PRESTRESSING...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (1): 93–102.
Published: 01 February 1992
...J CAIRNS; BS 4449; BS 7295 © Thomas Telford and ICE 1992 HERIOT WATT UNIVERSITY DESIGN CONCRETE STRUCTURES FUSION BONDED EPOXY COATED REINFORCEMENT BONDS BEHAVIOUR STRENGTH COATINGS ANCHORAGES RIBS GEOMETRY BARS CRACKS STANDARDS CORROSION MANUFACTURE CONTROL...

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