|
DSpace at Transilvania University >
Civil Engineering >
CIBv2015 >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/123456789/2003
|
| Title: | CONSIDERATIONS REGARDING THE OPTIMUM DESIGN OF PRESTRESSED ELEMENTS |
| Authors: | D. PRECUPANU, C. PRECUPANU |
| Keywords: | engineering education
prestressed elements
nonhomogeneous elements
strength capacity
high strength |
| Issue Date: | 2015 |
| Publisher: | Transilvania University Press, Brasov |
| Abstract: | Engineering education in our universities tackles the theory of
prestressed elements as part of the studies of reinforced concrete. However,
the prestressing problem has a much more general nature. It is known that in
the case of nonhomogenous elements, during the elastic-linear behaviour, it
is not possible to reach the integral strength capacity in each material. This
disadvantage may be removed by prestressing the material with higher
strength. Thus, we obtain prestressed steel elements or another combination
of two different materials. This paper presents the general theory of the
prestressed elements, using the equivalent section method. |
| URI: | http://hdl.handle.net/123456789/2003 |
| ISSN: | 2065-2127 |
| Appears in Collections: | CIBv2015
|
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.
|
