Behavior of Confined Concrete Columns under Axial Load and Flexure: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Behavior of Confined Concrete Columns under Axial Load and Flexure

C. C. Yeh / S. A. Sheikh

Sixteen large size reinforced concrete specimens were tested under combined axial force and flexure. The research program investigated the influence of several variables on the behavior of concrete columns confined with rectilinear ties. Variables considered included: (1) distribution of longitudinal and lateral steel (steel configuration), (2) level of axial load, (3) spacing of ties, and (4) amount of lateral steel. Four confined concrete models available in the literature were used to predict the experimental results. Only one analytical model, proposed by Sheikh and Uzumeri, provided consistent results. This model was modified to include the effects of strain gradient and the level of axial load. Predictions from the modified model yielded excellent comparisons with the experimental results.

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Behavior of Confined Concrete Columns under Axial Load and Flexure

C. C. Yeh / S. A. Sheikh

Sixteen large size reinforced concrete specimens were tested under combined axial force and flexure. The research program investigated the influence of several variables on the behavior of concrete columns confined with rectilinear ties. Variables considered included: (1) distribution of longitudinal and lateral steel (steel configuration), (2) level of axial load, (3) spacing of ties, and (4) amount of lateral steel. Four confined concrete models available in the literature were used to predict the experimental results. Only one analytical model, proposed by Sheikh and Uzumeri, provided consistent results. This model was modified to include the effects of strain gradient and the level of axial load. Predictions from the modified model yielded excellent comparisons with the experimental results.

Behavior of Confined Concrete Columns under Axial Load and Flexure

C. C. Yeh / S. A. Sheikh

Sixteen large size reinforced concrete specimens were tested under combined axial force and flexure. The research program investigated the influence of several variables on the behavior of concrete columns confined with rectilinear ties. Variables considered included: (1) distribution of longitudinal and lateral steel (steel configuration), (2) level of axial load, (3) spacing of ties, and (4) amount of lateral steel. Four confined concrete models available in the literature were used to predict the experimental results. Only one analytical model, proposed by Sheikh and Uzumeri, provided consistent results. This model was modified to include the effects of strain gradient and the level of axial load. Predictions from the modified model yielded excellent comparisons with the experimental results.

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Document information

Title:

Behavior of Confined Concrete Columns under Axial Load and Flexure

Contributors:

C. C. Yeh (author) / S. A. Sheikh (author)

Publication date:

1988

Size:

337 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Structural Analyses , Construction Materials, Components, & Equipment , Columns(Supports) , Reinforced concrete , Axial strain , Loads(Forces) , Flexural strength , Mechanical properties , Bending , Dynamic structural analysis , Reinforcing steels , Graphs(Charts)

Similar titles

Analytical modelling of confined HSC columns under flexure and axial load

Konstantinidis, D. | Online Contents | 2003

Behavior of High-Strength Concrete Columns under Cyclic Flexure and Constant Axial Load

Légergon, F. | Online Contents | 2000

Behavior of Circular Reinforced-Concrete Columns Confined with Carbon Fiber–Reinforced Polymers under Cyclic Flexure and Constant Axial Load

Paultre, P. / Boucher-Trudeau, M. / Eid, R. et al. | ASCE | 2015

Behavior of Circular Reinforced-Concrete Columns Confined with Carbon Fiber–Reinforced Polymers under Cyclic Flexure and Constant Axial Load

Roy, N | Online Contents | 2016

Behavior of Synthetic Fiber-Reinforced Concrete Circular Columns Under Cyclic Flexure and Constant Axial Load

Osorio, L.I. / Eid, R. / Paultre, P. et al. | British Library Conference Proceedings | 2008