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Titlebook: Concrete Structures Deteriorated by Delayed Ettringite Formation and Alkali-Silica Reactions; António C. Azevedo,Fernando A.N. Silva,Isaqu

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樓主: implicate
11#
發(fā)表于 2025-3-23 10:16:25 | 只看該作者
Introduction,e and others, in the vicinity of sudden changes in geometry or loading, where the distribution of deformations is no longer linear. These regions are often referred to as Regions-B and D-regions, respectively—the letter B comes from Bernoulli and the letter D comes from Discontinuity.
12#
發(fā)表于 2025-3-23 17:30:46 | 只看該作者
,The Plasticity Model of Concrete Damage—CDPM,e rheology of the material itself associated with the interaction of concrete with steel (reinforced concrete) contribute to lend a particular complexity that are not frequent in other construction materials.
13#
發(fā)表于 2025-3-23 20:07:10 | 只看該作者
Bottle-Shaped Isolated Struts Concrete Deteriorated,orcement configurations, in which the compressive stresses resulting from the load applied through rigid plates installed at the top and base of the elements were able to disperse creating transverse tensile stresses within the samples.
14#
發(fā)表于 2025-3-23 22:28:56 | 只看該作者
Conclusions and Future Recommendations,rough numerical modelling with the FEM model. In general, the results obtained showed that the CDPM is a model of plasticity with damage with the potential to represent the load-bearing mechanisms of isolated concrete bottle-shaped struts a range of several stress levels to which these elements may be subjected in the panels investigated.
15#
發(fā)表于 2025-3-24 04:39:17 | 只看該作者
16#
發(fā)表于 2025-3-24 07:23:30 | 只看該作者
https://doi.org/10.1057/9780230274105e and others, in the vicinity of sudden changes in geometry or loading, where the distribution of deformations is no longer linear. These regions are often referred to as Regions-B and D-regions, respectively—the letter B comes from Bernoulli and the letter D comes from Discontinuity.
17#
發(fā)表于 2025-3-24 13:33:32 | 只看該作者
18#
發(fā)表于 2025-3-24 15:49:14 | 只看該作者
https://doi.org/10.1057/9780230274105orcement configurations, in which the compressive stresses resulting from the load applied through rigid plates installed at the top and base of the elements were able to disperse creating transverse tensile stresses within the samples.
19#
發(fā)表于 2025-3-24 19:36:21 | 只看該作者
The RAS Structural Decomposition Approachrough numerical modelling with the FEM model. In general, the results obtained showed that the CDPM is a model of plasticity with damage with the potential to represent the load-bearing mechanisms of isolated concrete bottle-shaped struts a range of several stress levels to which these elements may be subjected in the panels investigated.
20#
發(fā)表于 2025-3-24 23:37:05 | 只看該作者
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