STRENGTHENING OF MODIFIED REACTIVE POWDER CONCRETE COLUMNS WITH CFRP

المؤلفون

  • Mutaz Kadhim Madhlom Highway and Transportation Engineering Department, Al-Mustansiriayah University, Baghdad, Iraq. مؤلف
  • Mohammed Hashim Mohammed Highway and Transportation Engineering Department, Al-Mustansiriayah University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

Modified Reactive Powder Concrete، Columns، Carbon Fiber Reinforced Polymer، Strengthening

الملخص

An experimental investigation was conducted to investigate the behavior of modified reactiveconcrete (MRPC) columns before and after strengthening with carbon fiber reinforced polymer (CFRP) sheetsjacketing under eccentric axial load. Twelve columns were tested up to failure, strengthened and retested toexamine strengthening efficiency and to evaluate the effects of variation of the concrete type (normal or MRPC), presence of steel fibers and main steel reinforcement ratio. Experimental results showed that CFRP jacketingincreases the ultimate failure load of strengthened columns up to 185%, highly stiffens them (reduces lateraldisplacements) and allow more ductile failure than the original columns. Also, inclusion of steel fibers in MRPCcolumns increases failure loads up to 83% prevents spalling of the concrete cover and increase the ductility.

 

التنزيلات

Key Dates

منشور

2016-01-01

إصدار

مجلد 20 عدد 1 (2016): Journal of Engineering and Development

القسم

Articles

الرخصة

Creative Commons License

هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.

The Journal of Engineering and Sustainable Development is an open-access journal that all contents are free of charge. Articles of this journal are licensed under the terms of the Creative Commons Attribution International Public License CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/legalcode) that licensees are unrestrictly allowed to search, download, share, distribute, print, or link to the full texts of the articles, crawl them for indexing and reproduce any medium of the articles provided that they give the author(s) proper credits (citation). The journal allows the author(s) to retain the copyright of their published article.
Creative Commons-Attribution (BY)

كيفية الاقتباس

Kadhim Madhlom, M. ., & Hashim Mohammed, M. . (2016). STRENGTHENING OF MODIFIED REACTIVE POWDER CONCRETE COLUMNS WITH CFRP. مجلة الهندسة والتنمية المستدامة, 20(1), 16-37. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/628

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