Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES

Konstantinos Megalooikonomou; Georgios Papavasileiou

Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES

Konstantinos Megalooikonomou
, Georgios Papavasileiou

UHI Inverness

Resultado de pesquisa: Conference contribution

66 Transferências (Pure)

Resumo

The stress-strain material law proposed by Megalooikonomou and Papavasileiou (2019) was integrated to the OpenSEES open source software as a uniaxial material model named 'FRPConfinedConcrete'. To verify the efficacy of this material model, it was assessed against experiments which were performed on square reinforced concrete columns repaired with Fiber-Reinforced Polymers (FRP) under cyclic lateral loading and simultaneous compressive axial load (2005). Specifically, all specimens were simulated with fiber beam-column elements, where the confined concrete was simulated using the aforementioned material model. The comparison between the numerical and experimental hysteresis behaviour of the column is indicative of the effectiveness of the simulation method adopted.

Título traduzido da contribuição	Cyclic Material Model for Rectangular Concrete Sections Confined with FRP Wraps in OpenSEES Software
Idioma original	Greek
Título da publicação do anfitrião	Proceedings of the 4th Hellenic National Conference on Earthquake Engineering and Technical Seismology
Páginas	1-6
Número de páginas	6
Estado da publicação	Published - 2019
Evento	4th Hellenic National Conference on Earthquake Engineering and Technical Seismology - Athens, Greece Duração: 5 set. 2019 → 7 set. 2019

Conference

Conference	4th Hellenic National Conference on Earthquake Engineering and Technical Seismology
País/Território	Greece
Cidade	Athens
Período	5/09/19 → 7/09/19

Acesso ao documento

Cyclic Material Model for Rectangular Concrete Sections Confined with FRP Wraps in OpenSEES SoftwareFinal published version, 629 KB

Impressão digital

Mergulhe nos tópicos de investigação de “Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES“. Em conjunto formam uma impressão digital única.

Citar isto

Megalooikonomou, K., & Papavasileiou, G. (2019). Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES. Em Proceedings of the 4th Hellenic National Conference on Earthquake Engineering and Technical Seismology (pp. 1-6)

Megalooikonomou, Konstantinos ; Papavasileiou, Georgios. / Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES. Proceedings of the 4th Hellenic National Conference on Earthquake Engineering and Technical Seismology. 2019. pp. 1-6

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title = "Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES",

abstract = "The stress-strain material law proposed by Megalooikonomou and Papavasileiou (2019) was integrated to the OpenSEES open source software as a uniaxial material model named 'FRPConfinedConcrete'. To verify the efficacy of this material model, it was assessed against experiments which were performed on square reinforced concrete columns repaired with Fiber-Reinforced Polymers (FRP) under cyclic lateral loading and simultaneous compressive axial load (2005). Specifically, all specimens were simulated with fiber beam-column elements, where the confined concrete was simulated using the aforementioned material model. The comparison between the numerical and experimental hysteresis behaviour of the column is indicative of the effectiveness of the simulation method adopted.",

keywords = "rectangular columns, concrete, confinement, cyclic loading, FRP wraps",

author = "Konstantinos Megalooikonomou and Georgios Papavasileiou",

year = "2019",

language = "Greek",

pages = "1--6",

booktitle = "Proceedings of the 4th Hellenic National Conference on Earthquake Engineering and Technical Seismology",

note = "4th Hellenic National Conference on Earthquake Engineering and Technical Seismology ; Conference date: 05-09-2019 Through 07-09-2019",

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Megalooikonomou, K & Papavasileiou, G 2019, Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES. em Proceedings of the 4th Hellenic National Conference on Earthquake Engineering and Technical Seismology. pp. 1-6, 4th Hellenic National Conference on Earthquake Engineering and Technical Seismology , Athens, Greece, 5/09/19.

Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES. / Megalooikonomou, Konstantinos; Papavasileiou, Georgios.
Proceedings of the 4th Hellenic National Conference on Earthquake Engineering and Technical Seismology. 2019. p. 1-6.

Resultado de pesquisa: Conference contribution

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AB - The stress-strain material law proposed by Megalooikonomou and Papavasileiou (2019) was integrated to the OpenSEES open source software as a uniaxial material model named 'FRPConfinedConcrete'. To verify the efficacy of this material model, it was assessed against experiments which were performed on square reinforced concrete columns repaired with Fiber-Reinforced Polymers (FRP) under cyclic lateral loading and simultaneous compressive axial load (2005). Specifically, all specimens were simulated with fiber beam-column elements, where the confined concrete was simulated using the aforementioned material model. The comparison between the numerical and experimental hysteresis behaviour of the column is indicative of the effectiveness of the simulation method adopted.

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Megalooikonomou K, Papavasileiou G. Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES. Em Proceedings of the 4th Hellenic National Conference on Earthquake Engineering and Technical Seismology. 2019. p. 1-6