Structural Engineering and Mechanics
Volume 96, Number 2, 2025, pages 139-153
DOI: 10.12989/sem.2025.96.2.139
Composite damage modeling of recycled aggregate concrete beam on Winkler-Pasternak foundations: A multiphase mechanical approach
Suchart Limkatanyu , Worathep Sae-Long , Nattapong Damrongwiriyanupap , Piti Sukontasukkul , Tanakorn Phoo-Ngernkham , Chayanon Hansapinyo , Tosporn Prasertsri , Panumas Saingam
Abstract
Key Words
composite materials; damage model; Euler-Bernoulli beam theory; generalized self-consistent model; Pasternak foundation; three-phase damage model
Address
- Suchart Limkatanyu — Department of Civil and Environmental Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla 90110, Thailand
- Worathep Sae-Long — Civil Engineering Program, School of Engineering, University of Phayao, Phayao 56000, Thailand
- Nattapong Damrongwiriyanupap — Civil Engineering Program, School of Engineering, University of Phayao, Phayao 56000, Thailand
- Piti Sukontasukkul — Construction and Building Materials Research Center, Department of Civil Engineering, King Mongkut's University of Technology North Bangkok, Bangkok 10800, Thailand
- Tanakorn Phoo-Ngernkham — Department of Civil Engineering, Faculty of Engineering and Technology, Rajamangala University of Technology Isan, Nakhon Ratchasima 30000, Thailand
- Chayanon Hansapinyo — Excellence Center in Infrastructure Technology and Transportation Engineering, Department of Civil Engineering, Faculty of Engineering, Chiang Mai University, Chiang Mai 50200, Thailand
- Tosporn Prasertsri — Department of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technology Tawan-ok, Bangkok 10330, Thailand
- Panumas Saingam — Department of Civil Engineering, School of Engineering, King Mongkut's Institute of Technology Ladkrabang, Bangkok 10520, Thailand
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