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Volume 55, Issue 1
March 1973
Proceedings of the Institution of Civil Engineers Cover Image for Volume 55, Issue 1
Research Article| March 01 1973

INFLUENCE OF FLANGE WIDTH ON THE SHEAR BEHAVIOUR OF REINFORCED CONCRETE T BEAMS. Available to Purchase

RN SWAMY;
RN SWAMY
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AK BANDYOPADHYAY;
AK BANDYOPADHYAY
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MK ERIKOTOLA
MK ERIKOTOLA
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1973
Proceedings of the Institution of Civil Engineers (1973) 55 (1): 167–190.
https://doi.org/10.1680/iicep.1973.4954

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First page of INFLUENCE OF FLANGE WIDTH ON THE SHEAR BEHAVIOUR OF REINFORCED CONCRETE T BEAMS.
Keywords:
SHEFFIELD UNIVERSITY, LAGOS MINISTRY OF PUBLIC WORKS, INFLUENCE, SHEAR, BEAMS, TESTS, LONGITUDINAL, STEEL, INSTRUMENTATION, DEFLECTION, FLEXURAL, CRACKS, FAILURES, RECTANGULAR, FLANGES, BEHAVIOUR, CONCRETE, RESISTANCE, REINFORCEMENT, TENSION, DEFORMATION, COMPRESSION, CRACKING, STRENGTH, LOADS, WIDTH, REINFORCED, T BEAMS, PARAMETERS, WEBS, MATERIALS, CHARACTERISTICS, STRAIN, MODES, ULTIMATE
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© Thomas Telford and ICE
1973
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AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

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