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1-4 of 4
Keywords: LOWER BOUNDS
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Journal Articles
AN INSIGHT INTO THE STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE BEAMS WITH EXTERNALLY BONDED PLATES.
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (4): 477–492.
Published: 01 November 1997
... RATIOS EMBEDDED STEEL REINFORCEMENT STRENGTH DUCTILITY FAILURES STIFFNESS EXTERNAL THEORY SHEAR STRESS SPANS LOWER BOUNDS MECHANISMS FULL CODES PEELING MODES FLEXURAL CRACKS SPACING PREMATURE An insight into the structural behaviour of reinforced concrete beams with externally...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (3): 257–268.
Published: 01 August 1995
... TENSILE STRESS LOADS CRACKS STRENGTHENING ANISOTROPIC REINFORCEMENT UPPER BOUNDS LOWER BOUNDS ULTIMATE CAPACITY MODES THEORY STRESS SHEAR FLEXURAL ONE WAY BONDING STRAIN BENDING SECTIONS CROSS SECTIONS Prediction of peeling failureof reinforced concrete beams with Proc. Instn Civ...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (4): 469–484.
Published: 01 November 1992
...M RAOOF; Y P HUANG; YU PING HUANG © Thomas Telford and ICE 1992 SOUTH BANK UNIVERSITY FREE BENDING CHARACTERISTICS AXIAL PRELOADED SPIRAL STRANDS PLANE SECTIONS STIFFNESS TRANSITION CURVATURE UPPER BOUNDS LOWER BOUNDS HYSTERESIS INTERWIRE FRICTION INTERLAYER...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (4): 485–500.
Published: 01 November 1992
..., changes from strand, experiencinghigh levelsof exter- an upper (no-slip) to a lower (full-slip) nally appliedhydrostatic pressure. hound: the upper and lower bounds to the Numerical results are provided to facili- effectiveplane-section bending stiffness tate the use of the newly proposed formu- have been...
