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Computational models for the nonlinear analysis of reinforced concrete plates
| Content Provider | NASA Technical Reports Server (NTRS) |
|---|---|
| Author | Hinton, E. Huq, M. M. Rahman, H. H. A. |
| Copyright Year | 1980 |
| Description | A finite element computational model for the nonlinear analysis of reinforced concrete solid, stiffened and cellular plates is briefly outlined. Typically, Mindlin elements are used to model the plates whereas eccentric Timoshenko elements are adopted to represent the beams. The layering technique, common in the analysis of reinforced concrete flexural systems, is incorporated in the model. The proposed model provides an inexpensive and reasonably accurate approach which can be extended for use with voided plates. |
| File Size | 453659 |
| Page Count | 13 |
| File Format | |
| Alternate Webpage(s) | http://archive.org/details/NASA_NTRS_Archive_19800024250 |
| Archival Resource Key | ark:/13960/t94796h11 |
| Language | English |
| Publisher Date | 1980-01-01 |
| Access Restriction | Open |
| Subject Keyword | Structural Mechanics Finite Element Method Concrete Structures Reinforced Plates Cracking Fracturing Mathematical Models Nonlinear Systems Timoshenko Beams Ntrs Nasa Technical Reports Server (ntrs) Nasa Technical Reports Server Aerodynamics Aircraft Aerospace Engineering Aerospace Aeronautic Space Science |
| Content Type | Text |
| Resource Type | Article |
