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Measurement of Moment Redistribution Effects in Reinforced Concrete Beams
2007Normal practice is to use a linear elastic analysis for calculating the bending moment and shear force distributions in a reinforced concrete structure. This has the virtue of simplicity as well as permitting results from a series of analyses to be combined using the principle of superposition.
R. H. Scott, R. T. Whittle, A. R. Azizi
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A study of secondary moments and moment redistribution in continuous prestressed concrete beams [PDF]
, 1994 Secondary or Parasitic internal bending moments in statically indeterminate continuous prestressed concrete beams are produced by the presence of the redundant reactions at the internal supports, assuming that the tendon profile does not coincide with the line of pressure produced in the concrete, i. e. that the tendon is not concordant.
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Investigation of the moment redistribution for steel concrete continuous beams
2019This study investigates moment redistribution phenomenon for pin ended double-span steel-concrete continuous composite beams and arise a question about moment redistribution for the continuous beams subjected to partially distributed or concentrated loading conditions.
YOLACAN, Taygun Firat, SCHÄFER, Markus
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Study of Moment Redistribution in Prestressed Concrete Beams
Journal of Structural Engineering, 1999T. I. Campbell +4 more
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Moment redistribution versus neutral axis depth in continuous PSC beams with external CFRP tendons
Engineering Structures, 2020Tiejiong Lou, Theodore Karavasilis
exaly