... PARAMETRIC STUDIES AXIAL LOADS INTERNAL REINFORCED HINGES COLLAPSE MECHANISMS I SECTIONS STEEL SECTIONS METHODS DESIGN JACKETS FINITE ELEMENTS PLASTIC UPPER BOUNDS ANALYSIS MOMENTS CAPACITY UNSTIFFENED FIVE HINGE FAILURES A theoretical model for predicting Proc. Instn Civ. Engrs...

...T J IBELL; C T MORLEY; C R MIDDLETON; BD44/95; BS 5400 © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY BRIDGES CONCRETE BEAM AND SLAB BEAMS SLABS SHEAR ASSESSMENT THREE DIMENSIONAL UPPER BOUNDS PLASTICITY SOLUTIONS TESTS METHODS CAPACITY PREDICTION MODELS THEORY...

... 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...

...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...

... developed for the axialand torsional lished results in the fieldof contact stress case theory. It is shown that the proposed damping models give an upper bound estimatoef Free bending stiffness damping in newly manufactured spiral strands 17. Figure 1presents variations in the effec- whose pattern...