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1. |
Record Nr. |
UNICASUBO2031588 |
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Autore |
Gramsci, Antonio |
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Titolo |
6: Passato e presente / Antonio Gramsci |
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Pubbl/distr/stampa |
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Roma, : Editori riuniti, 1991 |
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ISBN |
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Edizione |
[Nuova ed. riv. e integrata sulla base dell'ed. critica dell'Istituto Gramsci del 1975] |
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Descrizione fisica |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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2. |
Record Nr. |
UNINA9910847592403321 |
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Autore |
Silva Fernando A. N. |
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Titolo |
Advanced Chemical and Creep Modeling for Alkali-Aggregate Reaction in Concrete / / by Fernando A. N. Silva, Rodrigo F. Roma, Mohamed K. Bourbatache, Mahfoud Tahlaiti, João M. P. Q. Delgado, António C. Azevedo |
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Pubbl/distr/stampa |
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Cham : , : Springer Nature Switzerland : , : Imprint : Springer, , 2024 |
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ISBN |
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Edizione |
[1st ed. 2024.] |
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Descrizione fisica |
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1 online resource (91 pages) |
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Collana |
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Building Pathology and Rehabilitation, , 2194-9840 ; ; 28 |
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Disciplina |
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Soggetti |
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Building materials |
Buildings - Design and construction |
Building Materials |
Structural Materials |
Building Construction and Design |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Nota di bibliografia |
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Includes bibliographical references. |
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Nota di contenuto |
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Chapter 1. Introduction -- Chapter 2. Literature Review -- Chapter 3. Materials and Methods -- Chapter 4. Results and Discussion -- Chapter 5. Conclusions. |
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Sommario/riassunto |
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This book presents the numerical results of the use of the chemical model to analyse the advancement of the reaction and the mechanical model to simulate creep and shrinkage phenomena in COMSOL Multiphysics®, as a way to reassess concrete structures suffering from those mechanisms. Both models were implemented separately to evaluate their responses and compare them with the theoretical results and experimental benchmarks presented in the literature. The numerical simulation results showed excellent agreement with the experimental results data, with maximum disagreement not exceeding 10%, indicating that the implementation of the developed numerical models behaved very efficiently. |
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