Innovative FE Analysis to Investigate the Effect of Flexural Reinforcement on the Behavior of Beams
DOI:
https://doi.org/10.56830/QKUL4110Keywords:
Concrete, Beam, GFRP, Experiment, Circular, BarsAbstract
Legal challenges to child education create barriers to assisting abused children and their families.
The purpose of this study was to describe legal challenges to child education. A qualitative study
was conducted to explore the legal challenges. Individual interviews with about 20 people.Grounded theory methodology was used to develop categorical themes that reflected experiences
and challenges. Three themes emerged from the data: legal challenges create complex dilemmas for education rights. Also, it has a common denominator with the legislative decree. The Islamic
Shariah has taken great care of human life, particularly children. The Shariah system has introduced many legislations that preserve children’s rights, including their right to education,
reform and education. Thus, this study is faced with a considerable amount of primary legislation in the child’s life to preserve it and its development, and from this I chose to address it (the rights
of the child in education and education in the legal and legal perspective. It focused on the essential legislative dimensions that preserve children’s rights to education and read the following international law
References
Cervenka, V., Jendele, L., & Cervenka, J. (2013). ATENA Program Documentation Part 1: Theory. Cervenka Consulting Ltd.
Collins, M. P., & Kuchma, D. (1999). How safe are our large, lightly reinforced concrete beams, slabs, and footings? ACI Structural Journal, 96(4), 482–491. DOI: https://doi.org/10.14359/684
Guide for the design and construction of concrete reinforced with FRP bars. (2015). In American Concrete Institute (ACI) Committee 440.
Inc, P. (2018). Composite Reinforcing Rods Technical Data Sheet.
Jang, H. S., Kim, M. S., Cho, J. M., & Kim, C. H. (2009). Concrete shear strength of beams reinforced with FRP bars according to flexural reinforcement ratio and shear span to depth ratio. In FRPRCS-9.
Rebeiz, K., Fente, J., & Frabizzio, M. A. (2001). Effect of variables on shear strength of concrete beams. Journal of Materials in Civil Engineering, 13(6), 467–470. DOI: https://doi.org/10.1061/(ASCE)0899-1561(2001)13:6(467)
S806-12, C. A. N. /C. S. A. (2012). Design and Construction of Building Components with FibreReinforced Polymers. Canadian Standards Association, Rexdale.
Tureyen, A. K., & Frosch, R. J. (2002). Shear tests of FRP-reinforced concrete beams without stirrups. ACI Struct. J, 99(4), 427–434. DOI: https://doi.org/10.14359/12111
