Curvature ductility prediction of reinforced high‐strength concrete beam sections
The ductility of reinforced concrete beams is very important, since it is essential to avoid a brittle failure of the structure by ensuring adequate curvature at the ultimate limit state. One of the procedures used to quantify ductility is based on curvatures, namely, curvature ductility. It is nece...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Vilnius Gediminas Technical University
2010-12-01
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| Series: | Journal of Civil Engineering and Management |
| Subjects: | |
| Online Access: | https://journals.vgtu.lt/index.php/JCEM/article/view/5992 |
| _version_ | 1818566116909252608 |
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| author | Guray Arslan Ercan Cihanli |
| author_facet | Guray Arslan Ercan Cihanli |
| author_sort | Guray Arslan |
| collection | DOAJ |
| description | The ductility of reinforced concrete beams is very important, since it is essential to avoid a brittle failure of the structure by ensuring adequate curvature at the ultimate limit state. One of the procedures used to quantify ductility is based on curvatures, namely, curvature ductility. It is necessary to know the curvature ductility of singly reinforced high‐strength concrete (HSC) sections for determining a maximum permissible tensile reinforcement ratio or a maximum depth of the concrete compression area in design codes. The requirements of several codes and methods of prediction of the curvature ductility are based on the experimental results of normal strength concrete (NSC). The rules derived for NSC sections may not be appropriate for HSC sections, and verifications and modifications may be required for the evaluation of curvature ductility of HSC sections. In this study, the major factors affecting the curvature ductility of a singly reinforced HSC beam section are investigated. Based on numerical analyses, a parametric study has been carried out to evaluate the effects of various structural parameters on the curvature ductility of reinforced HSC beam sections.
Santrauka
Gelžbetoniniu siju plastiškumas yra labai svarbi savybe, apsauganti konstrukcija nuo staigios irties. Tam užtikrinti reikalinga atitinkama kreive, esant tinkamumo ribiniam būviui. Plastiškumas ivertinamas naudojant kreivines diagramas – plastiškumo kreives. Norint nustatyti didžiausia tempiamos armatūros kieki arba didžiausia gniuždomosios zonos aukšti, remiantis normomis reikia žinoti armuoto stipriojo betono (HSC) plastiškumo kreive. Kai kurios normos ir metodai plas‐tiškumo kreive nustato pagal paprastojo betono (NSC) eksperimentinius duomenis. Taisykles, skirtos paprastojo betono skerspjūvio plastiškumo kreivei nustatyti, gali netikti stipriajam betonui, todel reikia atlikti papildomus tyrimus ir metodu pakeitimus. Šiame darbe tiriami pagrindiniai veiksniai, darantys itaka stipriojo betono plastiškumo kreivei. Atliekant skai‐tini modeliavima, buvo ivertinti ivairūs skerspjūvio konstrukciniai parametrai, darantys poveiki stipriojo betono plas‐tiškumo kreivei.
First Published Online: 10 Feb 2011
Reikšminiai žodžiai: gelžbetonis, sija, plastiškumo kreive, stiprusis betonas, stiprumas lenkiant, deformacija |
| first_indexed | 2024-12-14T01:49:38Z |
| format | Article |
| id | doaj.art-cb189ed522d0476f9158de50e609d180 |
| institution | Directory Open Access Journal |
| issn | 1392-3730 1822-3605 |
| language | English |
| last_indexed | 2024-12-14T01:49:38Z |
| publishDate | 2010-12-01 |
| publisher | Vilnius Gediminas Technical University |
| record_format | Article |
| series | Journal of Civil Engineering and Management |
| spelling | doaj.art-cb189ed522d0476f9158de50e609d1802022-12-21T23:21:26ZengVilnius Gediminas Technical UniversityJournal of Civil Engineering and Management1392-37301822-36052010-12-0116410.3846/jcem.2010.52Curvature ductility prediction of reinforced high‐strength concrete beam sectionsGuray Arslan0Ercan Cihanli1Yıldız Technical University, Faculty of Civil Engineering, Civil Engineering Department, Structural Engineering Division, 34210 Davutpasa-Esenler-Istanbul-TurkeyYıldız Technical University, Faculty of Civil Engineering, Civil Engineering Department, Structural Engineering Division, 34210 Davutpasa-Esenler-Istanbul-TurkeyThe ductility of reinforced concrete beams is very important, since it is essential to avoid a brittle failure of the structure by ensuring adequate curvature at the ultimate limit state. One of the procedures used to quantify ductility is based on curvatures, namely, curvature ductility. It is necessary to know the curvature ductility of singly reinforced high‐strength concrete (HSC) sections for determining a maximum permissible tensile reinforcement ratio or a maximum depth of the concrete compression area in design codes. The requirements of several codes and methods of prediction of the curvature ductility are based on the experimental results of normal strength concrete (NSC). The rules derived for NSC sections may not be appropriate for HSC sections, and verifications and modifications may be required for the evaluation of curvature ductility of HSC sections. In this study, the major factors affecting the curvature ductility of a singly reinforced HSC beam section are investigated. Based on numerical analyses, a parametric study has been carried out to evaluate the effects of various structural parameters on the curvature ductility of reinforced HSC beam sections. Santrauka Gelžbetoniniu siju plastiškumas yra labai svarbi savybe, apsauganti konstrukcija nuo staigios irties. Tam užtikrinti reikalinga atitinkama kreive, esant tinkamumo ribiniam būviui. Plastiškumas ivertinamas naudojant kreivines diagramas – plastiškumo kreives. Norint nustatyti didžiausia tempiamos armatūros kieki arba didžiausia gniuždomosios zonos aukšti, remiantis normomis reikia žinoti armuoto stipriojo betono (HSC) plastiškumo kreive. Kai kurios normos ir metodai plas‐tiškumo kreive nustato pagal paprastojo betono (NSC) eksperimentinius duomenis. Taisykles, skirtos paprastojo betono skerspjūvio plastiškumo kreivei nustatyti, gali netikti stipriajam betonui, todel reikia atlikti papildomus tyrimus ir metodu pakeitimus. Šiame darbe tiriami pagrindiniai veiksniai, darantys itaka stipriojo betono plastiškumo kreivei. Atliekant skai‐tini modeliavima, buvo ivertinti ivairūs skerspjūvio konstrukciniai parametrai, darantys poveiki stipriojo betono plas‐tiškumo kreivei. First Published Online: 10 Feb 2011 Reikšminiai žodžiai: gelžbetonis, sija, plastiškumo kreive, stiprusis betonas, stiprumas lenkiant, deformacijahttps://journals.vgtu.lt/index.php/JCEM/article/view/5992reinforced concretebeamcurvature ductilityhigh-strength concreteflexural strengthdeformation |
| spellingShingle | Guray Arslan Ercan Cihanli Curvature ductility prediction of reinforced high‐strength concrete beam sections Journal of Civil Engineering and Management reinforced concrete beam curvature ductility high-strength concrete flexural strength deformation |
| title | Curvature ductility prediction of reinforced high‐strength concrete beam sections |
| title_full | Curvature ductility prediction of reinforced high‐strength concrete beam sections |
| title_fullStr | Curvature ductility prediction of reinforced high‐strength concrete beam sections |
| title_full_unstemmed | Curvature ductility prediction of reinforced high‐strength concrete beam sections |
| title_short | Curvature ductility prediction of reinforced high‐strength concrete beam sections |
| title_sort | curvature ductility prediction of reinforced high strength concrete beam sections |
| topic | reinforced concrete beam curvature ductility high-strength concrete flexural strength deformation |
| url | https://journals.vgtu.lt/index.php/JCEM/article/view/5992 |
| work_keys_str_mv | AT gurayarslan curvatureductilitypredictionofreinforcedhighstrengthconcretebeamsections AT ercancihanli curvatureductilitypredictionofreinforcedhighstrengthconcretebeamsections |