Abstract
A finite element model for elastic plastic large deformation analysis of soil-culvert systems is presented. Predictions of this numerical model are in good agreement with failure tests on full size soil-culvert systems. All the current closed-form buckling theories give very conservative results when compared to finite element analysis because these theories neglect part of the soil support. The finite element analyses show that including the soil support leads to an increase in the critical failure pressures.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of Engineering Mechanics |
| Publisher | Publ by ASCE |
| Pages | 908-911 |
| Number of pages | 4 |
| ISBN (Print) | 0872628671 |
| Publication status | Published - 1992 |
| Event | Proceedings of the 9th Conference on Engineering Mechanics - College Station, TX, USA Duration: May 24 1992 → May 27 1992 |
Other
| Other | Proceedings of the 9th Conference on Engineering Mechanics |
|---|---|
| City | College Station, TX, USA |
| Period | 5/24/92 → 5/27/92 |
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ASJC Scopus subject areas
- Civil and Structural Engineering
- Architecture
Cite this
Predicting the performance limits of soil-culvert systems. / Mohamedzein, Yahia E A.
Proceedings of Engineering Mechanics. Publ by ASCE, 1992. p. 908-911.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Predicting the performance limits of soil-culvert systems
AU - Mohamedzein, Yahia E A
PY - 1992
Y1 - 1992
N2 - A finite element model for elastic plastic large deformation analysis of soil-culvert systems is presented. Predictions of this numerical model are in good agreement with failure tests on full size soil-culvert systems. All the current closed-form buckling theories give very conservative results when compared to finite element analysis because these theories neglect part of the soil support. The finite element analyses show that including the soil support leads to an increase in the critical failure pressures.
AB - A finite element model for elastic plastic large deformation analysis of soil-culvert systems is presented. Predictions of this numerical model are in good agreement with failure tests on full size soil-culvert systems. All the current closed-form buckling theories give very conservative results when compared to finite element analysis because these theories neglect part of the soil support. The finite element analyses show that including the soil support leads to an increase in the critical failure pressures.
UR - http://www.scopus.com/inward/record.url?scp=0026626643&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0026626643&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0026626643
SN - 0872628671
SP - 908
EP - 911
BT - Proceedings of Engineering Mechanics
PB - Publ by ASCE
ER -