كتاب
Volumetric Response of FRP-Confined Full-Scale RC Columns
| العنوان: | Volumetric Response of FRP-Confined Full-Scale RC Columns |
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| المؤلفون: | A. De Luca, F. Nardone, F. Matta, A. Nanni, G. P. Lignola, A. Prota |
| المساهمون: | De Luca, A., Nardone, F., Matta, F., Nanni, A., Lignola, G. P., Prota, A. |
| بيانات النشر: | ACI International |
| سنة النشر: | 2011 |
| المجموعة: | IRIS Università degli Studi di Napoli Federico II |
| الوصف: | The external confinement of reinforced concrete (RC) columns by means of externally bonded fiber reinforced polymer (FRP) laminates is a well established technique for strengthening and retrofitting purposes. This paper presents a pilot research that includes laboratory testing of full-scale square and rectangular (with side-aspect ratio smaller than 1.5) RC columns externally confined with glass and basalt-glass FRP laminates and subjected to pure axial load. Specimens that are representative of full-scale building columns were designed according to a dated ACI 318 code (i.e., prior to 1970) for gravity loads only. The study was conducted to investigate how the external confinement affects peak axial strength and deformation of a prismatic RC column. The results showed that the FRP confinement increases concrete axial strength, but it is more effective in enhancing concrete strain capacity. |
| نوع الوثيقة: | book part |
| اللغة: | English |
| العلاقة: | info:eu-repo/semantics/altIdentifier/isbn/9780870314124; info:eu-repo/semantics/altIdentifier/isbn/9781618392039; ispartofbook:SP-275 Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium; firstpage:167; lastpage:188; numberofpages:22; serie:PUBLICATION SP; http://hdl.handle.net/11588/384435Test; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-84856908522 |
| DOI: | 10.14359/51682420 |
| الإتاحة: | https://doi.org/10.14359/51682420Test http://hdl.handle.net/11588/384435Test |
| رقم الانضمام: | edsbas.6D40CF38 |
| قاعدة البيانات: | BASE |
| DOI: | 10.14359/51682420 |
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