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Sökning: WFRF:(Khan Ejaz Ahmed) > (2023) > Performance Predict...

Performance Prediction of Hybrid Bamboo-Reinforced Concrete Beams Using Gene Expression Programming for Sustainable Construction

Ahmed Waqas, Hafiz (författare)
Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi, Swabi 23640, Pakistan
Bahrami, Alireza (författare)
Högskolan i Gävle,Energisystem och byggnadsteknik
Sahil, Mehran (författare)
Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi, Swabi 23640, Pakistan
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Poshad Khan, Adil (författare)
Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi, Swabi 23640, Pakistan
Ejaz, Ali (författare)
National University of Science and Technology, Risalpur 23200, Pakistan
Shafique, Taimoor (författare)
Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi, Swabi 23640, Pakistan
Tariq, Zain (författare)
Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi, Swabi 23640, Pakistan
Ahmad, Sajeel (författare)
Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi, Swabi 23640, Pakistan
Onuralp Özkılıç, Yasin (författare)
Necmettin Erbakan University, Konya, Turkey
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 (creator_code:org_t)
MDPI, 2023
2023
Engelska.
Ingår i: Materials. - : MDPI. - 1996-1944. ; 16:20
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
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  • The building and construction industry’s demand for steel reinforcement bars has increased with the rapid growth and development in the world. However, steel production contributes to harmful waste and emissions that cause environmental pollution and climate change-related problems. In light of sustainable construction practices, bamboo, a readily accessible and ecofriendly building material, is suggested as a viable replacement for steel rebars. Its cost-effectiveness, environmental sustainability, and considerable tensile strength make it a promising option. In this research, hybrid beams underwent analysis through the use of thoroughly validated finite element models (FEMs), wherein the replacement of steel rebars with bamboo was explored as an alternative reinforcement material. The standard-size beams were subjected to three-point loading using FEMs to study parameters such as the load–deflection response, energy absorption, maximum capacity, and failure patterns. Then, gene expression programming was integrated to aid in developing a more straightforward equation for predicting the flexural strength of bamboo-reinforced concrete beams. The results of this study support the conclusion that the replacement of a portion of flexural steel with bamboo in reinforced concrete beams does not have a detrimental impact on the overall load-bearing capacity and energy absorption of the structure. Furthermore, it may offer a cost-effective and feasible alternative. 

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering (hsv//eng)

Nyckelord

green building material; hybrid beams; bamboo-reinforced concrete beam; finite element model; replacement; gene expression programming

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