DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kwak, Hyo-Gyoung | - |
dc.date.accessioned | 2010-11-17T01:00:21Z | - |
dc.date.available | 2010-11-17T01:00:21Z | - |
dc.date.issued | 2001 | - |
dc.identifier.citation | Engineering Structures, Vol.23, pp.298-309 | en |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | http://hdl.handle.net/10203/20062 | - |
dc.description.abstract | classical bond–link or bond–zone element using double nodes, the proposed model takes into consideration the bond–slip effect without taking double nodes. After determination of the boundary condition at both ends of a reinforcing steel, the deformation of the steel at each node can be found through the back-substitution technique from the first to the final steel element using a governing equation that was constructed based on the equilibrium at each node of steel and the compatibility condition between steel and concrete. The numerical model results in an effective use in the case of complex steel arrangements where the steel elements cross the sides of the concrete elements, and second, turns the impossibility into a possibility in considering the bond–slip effect in oneand three-dimensional finite element analyses. In addition, the proposed model is applied to the bending problem using a beam element. Finally, the analytical predictions are compared with experimental results of monotonic loads and very good agreements are obtained. | en |
dc.description.sponsorship | The research reported in this paper was made possible by the financial supports from the National Research Laboratory funded by the Ministry of Science and Technology of Korea and BK21 project funded by the Ministry of Education of Korea. The authors would like to express their gratitude to both organizations for their support. | en |
dc.language.iso | en_US | en |
dc.publisher | Elsevier | en |
dc.subject | Bond–slip | en |
dc.subject | Analytical model | en |
dc.subject | Direct tension | en |
dc.subject | RC beam | en |
dc.subject | Equilibrium | en |
dc.subject | Compatibility | en |
dc.title | Bond-Slip Behavior under Monotonic Uniaxial Loads | en |
dc.type | Article | en |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.