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    <title>DSpace Coleção:</title>
    <link>http://repositorio.ufc.br/handle/riufc/456</link>
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    <pubDate>Mon, 06 Apr 2026 14:18:28 GMT</pubDate>
    <dc:date>2026-04-06T14:18:28Z</dc:date>
    <item>
      <title>Cálculo dos parâmetros de fratura linear elástico baseado numa estratégia auto-adaptativa</title>
      <link>http://repositorio.ufc.br/handle/riufc/69360</link>
      <description>Título: Cálculo dos parâmetros de fratura linear elástico baseado numa estratégia auto-adaptativa
Autor(es): Araújo, Tereza Denyse Pereira de; Roehl, Deane de Mesquita; Martha, Luiz Fernando Campos Ramos; Bittencourt, Túlio Nogueira
Abstract: Several finite element adaptive strategies are available for linear-elastic problems.&#xD;
However, few works deal with adaptive analysis of fracture problems1,2,3,4. This is due mainly&#xD;
to the singularity at crack tips. An efficient adaptive technique must be able to localize&#xD;
singularity regions, in addition to correctly define element sizes in these regions. The way the&#xD;
singularity is treated differs from author to author. Some2,4 incorporate the intensity of the&#xD;
singularity in the computation of the characteristic size of elements adjacent to the singularity&#xD;
region, while others3 clain that this is not necessary. In addition, in fracture problems,&#xD;
elements at the crack tip need to be sufficiently small to capture the existing singularity.&#xD;
Therefore, some requirements are imposed to the mesh generation algorithms such as to&#xD;
provide good mesh transition between regions of different element sizes and to avoid bad&#xD;
shaped elements at the crack tip. Previous work of the authors proposed mesh generation&#xD;
techniques for two-dimensional models with cracks5. This work describes the adopted&#xD;
adaptive strategy for linear-elastic fracture problems. This strategy is based on a type “h”&#xD;
refinement, with an ‘a posteriori’ error estimator, which is based on an energy norm4. To&#xD;
evaluate the proposed strategy, examples of numerical computation of fracture parameters&#xD;
are presented.
Tipo: Artigo de Evento</description>
      <pubDate>Sat, 01 Jan 2000 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">http://repositorio.ufc.br/handle/riufc/69360</guid>
      <dc:date>2000-01-01T00:00:00Z</dc:date>
    </item>
    <item>
      <title>Estudo paramétrico por elementos finitos de lajes nervuradas devido às ações humanas</title>
      <link>http://repositorio.ufc.br/handle/riufc/69316</link>
      <description>Título: Estudo paramétrico por elementos finitos de lajes nervuradas devido às ações humanas
Autor(es): Costa, Yuri Cláudio Vieira da; Araújo, Tereza Denyse Pereira de
Tipo: Artigo de Evento</description>
      <pubDate>Sat, 01 Jan 2011 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">http://repositorio.ufc.br/handle/riufc/69316</guid>
      <dc:date>2011-01-01T00:00:00Z</dc:date>
    </item>
    <item>
      <title>Desempenho do concreto frente a adições de Spray Dryer Ash na usina termelétrica do Pecém</title>
      <link>http://repositorio.ufc.br/handle/riufc/69238</link>
      <description>Título: Desempenho do concreto frente a adições de Spray Dryer Ash na usina termelétrica do Pecém
Autor(es): Santana, Raphael Arlego de Alcântara; Cabral, Antonio Eduardo Bezerra
Abstract: After the flue gases from a thermoelectric plant that uses coal as combustive passes through a dessulfurizator, the fly ashes get mixed with sulphurous products, hampering the use of this residue.  A  possible  use  for this  ash,  named  spray  dryer  ash (SDA),  is  as  a  mineral  addition to concrete.  The  objective  of  this  paper  is  to  evaluate  the  performance  of  concrete  with addition  of  different  percentages  of  spray  dryer  ash  from  Pecém's thermoelectric plant. Concrete  specimens  with  0%,  5%,  10%  and  20%  of  SDA  addition  to  the  cement  mass  were cast  and  had  its  compressive  strength  measured.  After  that  a  sulfur  attack  was  made  to evaluate the volumetric change, a concern when working with sulfur-containing compounds in  concrete.  It  is  concluded  that  an  addition  of  20%  of  SDA  can  raise  the  compressive strength  of  concrete  without  worrying  about  sulfate  attacks,  while  a  5%  or  a  10%  addition behaves similar to a concrete without SDA.
Tipo: Artigo de Evento</description>
      <pubDate>Mon, 01 Jan 2018 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">http://repositorio.ufc.br/handle/riufc/69238</guid>
      <dc:date>2018-01-01T00:00:00Z</dc:date>
    </item>
    <item>
      <title>Avaliação da reatividade álcali-agregado de areias de britagem da região metropolitana de Fortaleza, Brasil</title>
      <link>http://repositorio.ufc.br/handle/riufc/69235</link>
      <description>Título: Avaliação da reatividade álcali-agregado de areias de britagem da região metropolitana de Fortaleza, Brasil
Autor(es): Costa, Heloina Nogueira da; Menezes, Alexandre Jorge Rocha; Barreto, José Maurício Lima; Cabral, Antonio Eduardo Bezerra
Tipo: Artigo de Evento</description>
      <pubDate>Thu, 01 Jan 2015 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">http://repositorio.ufc.br/handle/riufc/69235</guid>
      <dc:date>2015-01-01T00:00:00Z</dc:date>
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