Cracking safety evaluation on gravity concrete dams during the construction phase
| dc.contributor.author | Araújo, José Milton de | |
| dc.contributor.author | Awruch, Armando Miguel | |
| dc.date.accessioned | 2015-07-14T20:06:11Z | |
| dc.date.available | 2015-07-14T20:06:11Z | |
| dc.date.issued | 1998 | |
| dc.description.abstract | The cracking phenomenon in concrete gravity dams during the construction phase is analysed in this work. Stresses due to the self-weight of the dam, thermal gradients, creep and drying shrinkage are computed, taking into account the different stages of the construction process. A twodimensional constitutive model considering time dependent and temperature dependent mechanical properties is adopted for the concrete. Safety against cracking is obtained using a criterion independent of the finite element mesh. | pt_BR |
| dc.identifier.citation | ARAÚJO, José Milton de; AWRUCH, Armando Miguel. Cracking safety evaluation on gravity concrete dams during the construction phase. Computers & Structures, v. 66, n. 1, p. 93-104, 1998. Disponível em: <http://www.sciencedirect.com/science/article/pii/S0045794997000485>. Acesso em: 14 jul. 2015. | pt_BR |
| dc.identifier.doi | 10.1016/S0045-7949(97)00048-5 | pt_BR |
| dc.identifier.issn | 0045-7949 | |
| dc.identifier.uri | http://repositorio.furg.br/handle/1/5138 | |
| dc.language.iso | eng | pt_BR |
| dc.rights | restrict access | pt_BR |
| dc.subject | Concrete cracking | pt_BR |
| dc.subject | Concrete dam | pt_BR |
| dc.subject | Concrete reological behaviour | pt_BR |
| dc.subject | Heat transfer analysis | pt_BR |
| dc.subject | Finite element analysis | pt_BR |
| dc.title | Cracking safety evaluation on gravity concrete dams during the construction phase | pt_BR |
| dc.type | article | pt_BR |
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