Novel model for the determination of stress redistribution in GFRP reinforced concrete members under long-term compression based on experimental results-Reference-Cited by-同舟云学术

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Novel model for the determination of stress redistribution in GFRP reinforced concrete members under long-term compression based on experimental results

Published:2024-06 Issue: Volume:432 Page:136619
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Bujotzek Lukas^ORCID,Apostolidi Eftychia^ORCID,Waldmann Danièle^ORCID

Publisher

Elsevier BV

Reference56 articles.

1. Shear performance of reinforced expansive concrete beams utilizing aluminium waste;Özkılıç;J. Mater. Res. Technol.,2023

2. Investigation of the effectiveness of CFRP strengthening of concrete made with recycled waste PET fine plastic aggregate;Qaidi;PLoS One,2022

3. Innovative modeling techniques including MEP, ANN and FQ to forecast the compressive strength of geopolymer concrete modified with nanoparticles;Ahmed;Neural Comput. Appl.,2023

4. International Federation for Structural Concrete, 2007. FRP reinforcement in RC structures, Bulletin / International Federation for Structural Concrete Technical Report 40. fib, Lausanne.

5. Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars,2016

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