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Redistribution of moments in prestressed concrete continuous beams
Magazine of Concrete Research, 1966Summary Twenty-seven three-span and twelve two-span beams, all of rectangular cross-section, were tested to destruction under various arrangements of concentrated loads. The results of these tests are presented. Redistribution of moments was practically complete in the majority of the beams.
S. K. Mallick, M. K. L. N. Sastry
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Partial Moment Redistribution in Cold‐Formed Steel
Journal of Structural Engineering, 1985On the basis of the failure criteria developed in an earlier paper by the writers, the utilization of partial section plastification in cold‐formed steel flexural members is presented. As in the limit design procedures developed for reinforced concrete, failure is defined in terms of the strain capacity of stiffened compression flanges, for specified ...
Muzaffer Yener, Teoman Pekoz
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Moment redistribution in continuous prestressed concrete beams
Magazine of Concrete Research, 1972Synopsis In a previous paper relationships between moment and average curvature were developed for prestressed sections subjected to constant moment. The variation of stiffness due to concrete tension between cracks was taken into account. These relationships are now used to determine the moment-load and load-deflection curves for continuous beams up
M. J. N. Priestley, R. Park
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Moment redistribution in continuous profiled steel?concrete composite slabs
Magazine of Concrete Research, 2001The moment redistribution behaviour of continuous cold-formed profiled steel deck and concrete composite slab was studied both experimentally and numerically. An experimental programme consisting of three two-span continuous composite slabs was performed.
Lee, L.H., Quek, S.T., Ang, K.K.
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Redistribution of joint moments during walking in patients with drop-foot
Clinical Biomechanics, 2010The purpose of the study was to analyze the distribution of net joint moments in the lower extremities in patients walking with a drop-foot compared to a group of healthy subjects. A drop-foot causes the patient to walk with a characteristic limp and it was hypothesized that the drop-foot could lead to increased loadings of one or more joints.Six ...
Simonsen, Erik B +4 more
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Moment Redistribution in RC Beams Retrofitted by Longitudinal Plating
Advances in Structural Engineering, 2006The ability to redistribute moment within a reinforced concrete frame or structure is an intrinsic requirement in design. This is generally dealt with using the established neutral axis depth factor, the k u approach, with fixed hinge lengths, which require the flexural member to fail by ...
Oehlers, D. +4 more
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Redistribution of Moments - from Serviceability to Ultimate Limit State
Structural Engineering International, 1998This paper examines the redistribution of moments in linear reinforced concrete elements. The usual assumptions are that: (1) internal forces are calculated based on small-deflection theory; (2) deflections are small and deformations are finite throughout the whole loading history; (3) strain distribution in sections is linear; (4) shear deformations ...
Avraham Pisanty, Paul E. Regan
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Redistribution and Exclusion: Value Articulations in the Populist Moment
Critical SociologyWas the populist moment of the 2010s also a redistributive moment, marked by popular support for equalizing incomes? To what extent did support for redistribution align with exclusionary values that scholars frequently associate with right-wing populism?
Marcel Paret, Michael Levien
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Moment redistribution in prestressed concrete continuous beams.
1966This thesis is concerned with the redistribution properties of continuous prestressed concrete structures, in particular, symmetrical two-span prismatic beams symmetrically loaded with one point load per span. The behaviour of these beams is studied both theoretically and experimentally up to the stage of first crushing of the concrete. A compatibility
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Redistribution of moments in two-span prestressed concrete beams
Magazine of Concrete Research, 1962Summary The results of experimental and analytical studies on the redistribution of moments in 21 beams tested to destruction under certain arrangements of concentrated loads are presented. For most of the beams, the results differed from those computed by Guyon's method.
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