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

科研成果: Conference contribution

66 下载量 (Pure)

摘要

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.

投稿的翻译标题	Cyclic Material Model for Rectangular Concrete Sections Confined with FRP Wraps in OpenSEES Software
源语言	Greek
主期刊名	Proceedings of the 4th Hellenic National Conference on Earthquake Engineering and Technical Seismology
页	1-6
页数	6
出版状态	Published - 2019
活动	4th Hellenic National Conference on Earthquake Engineering and Technical Seismology - Athens, Greece 期限: 5 9月 2019 → 7 9月 2019

Conference

Conference	4th Hellenic National Conference on Earthquake Engineering and Technical Seismology
国家/地区	Greece
市	Athens
时期	5/09/19 → 7/09/19

访问文件

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

指纹

探究 'Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES' 的科研主题。它们共同构成独一无二的指纹。

引用此

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

}

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

科研成果: Conference contribution

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T1 - Ανακυκλιζόμενος Καταστατικός Νόμος Υλικού για Περισφιγμένο Σκυρόδεμα με Μανδύες ΙΟΠ σε Ορθογωνικές Διατομές στο Λογισμικό OpenSEES

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AU - Papavasileiou, Georgios

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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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KW - confinement

KW - cyclic loading

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