Modelling Analysis of the Socket Connection. | ||||
| MEJ- Mansoura Engineering Journal | ||||
| Article 1, Volume 19, Issue 2, June 1994, Page 1-13 PDF (2.18 MB) | ||||
| Document Type: Research Studies | ||||
| DOI: 10.21608/bfemu.2021.163391 | ||||
 View on SCiNiTO | ||||
| Author | ||||
| Saad El-Deen Moustafa Mohamed Abd-Rabou* | ||||
| Structural Engineering Department., Faculty of Engineering.,El-Mansoura University., Mansoura., Egypt. | ||||
| Abstract | ||||
| ln this paper, a technique is developed for analyzing the socket connection. The aim i s to determine the depth of fixation of a steel column which is embedded in a reinforced concrete column at any floor of the buildings. Also. the stress distribution in the longitudinal and transverse directions along the embedded length of the steel column is studied in the domain of X. Y and Z axes. The effect at the reinforced concrete slab and beams on tile stress distribution of tile fixed depth of the steel column in two or three side directions are taken into consideration. Also. tile different distributions of pressure along the embedded length of the steel column are investigated [or the different cases of loadin8. A static analysis of the socket connection is presented using the three dimensional brick element with 48 degrees of freedom in the domain of X. Y and Z axes (i. 8. 6 degree of freedom at each node), The conclusion of this study is drawn out and some guide inducements are developed for design purposes. | ||||
|
Statistics Article View: 52 PDF Download: 142 |
||||
