Özet
This paper presents a finite element simulation to capture the nonlinear response of a typical low strength beam-column joint tested at ITU and also results of the finite element modeling and experimental program conducted at KFUPM for beam-column joints in reinforced concrete construction. Finite element analysis is performed using the software DIANA, simulating the concrete response through Drucker-Prager plasticity with a tension cut-off as failure criterion and using for the reinforcing steel Von-Mises plasticity with multi linear isotropic hardening. The failure mode and deformation response of low strength concrete beam-column joints was predicted with a good correlation between the experimental and inite element results.
| Orijinal dil | İngilizce |
|---|---|
| Ana bilgisayar yayını başlığı | Seismic Evaluation and Rehabilitation of Structures |
| Yayınlayan | Kluwer Academic Publishers |
| Sayfalar | 221-242 |
| Sayfa sayısı | 22 |
| ISBN (Basılı) | 9783319004570 |
| DOI'lar | |
| Yayın durumu | Yayınlandı - 2014 |
Yayın serisi
| Adı | Geotechnical, Geological and Earthquake Engineering |
|---|---|
| Hacim | 26 |
| ISSN (Basılı) | 1573-6059 |
| ISSN (Elektronik) | 1872-4671 |
Bibliyografik not
Publisher Copyright:© Springer International Publishing Switzerland 2014
Finansman
The authors would like to acknowledge the support provided by KFUPM through a research grant from the Office of the Deanship of Scientific Research, KFUPM, Dhahran 31261, S. Arabia, under Project No. RG1111-1&2.
| Finansörler | Finansör numarası |
|---|---|
| King Fahd University of Petroleum and Minerals | |
| Deanship of Scientific Research, King Faisal University | RG1111-1 |