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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.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.issn 0045-7949
dc.identifier.uri http://repositorio.furg.br/handle/1/5138
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.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
dc.identifier.doi 10.1016/S0045-7949(97)00048-5 pt_BR


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