Synthèse
Volume 12, Numéro 1, Pages 65-70
2006-06-30
Authors : Hachem R. . Bousalem B. .
As part of continuing research study, this paper proposes a sectional ductility analyze on rectangular reinforced concrete columns under large inelastic deformations while simultaneously subjected to constant axial load. In order to estimate the flexural behavior of reinforced concrete members, the stress strain behavior of the constituent materials must be well established. Various analytical models available in the literature for confinement concrete by different types of transverse reinforcement including the one used in the present analyze are proposed. The purpose is to draw the complete analytical moment-curvature curve for reinforced concrete columns. A parametric investigation is conducted for examining the effects of various variables on moment-curvature relationships such as the amount of transverse and longitudinal steel, and the level of the compression force. The experimental and analytical results are being compared and the final conclusions are made
moment-curvature curve - columns - reinforced concrete
Riyad Y.
.
Kissi B.
.
Mrani I.
.
Parron M.a.
.
Dolores R.c.m.
.
pages 181-195.
Tran Ngoc Long
.
Tran The Truyen
.
Nguyen Manh Hung
.
Truong Van Quyet
.
pages 269-278.
Mohammed Ali Taghreed Kh.
.
pages 203-214.
Bousalem B
.
Chikh N
.
pages 45-52.
Alioua Nacereddine
.
Drizi Said
.
Meziane Roufida
.
Belhoucine Malika
.
pages 3-8.