Shear Behavior of Hollow Ferrocement Beam Reinforced by Steel and Fiberglass Meshes
نویسندگان
چکیده
The purpose of this study is to investigate the shear behavior hollow ferrocement beams self-compacting mortar reinforced with various types metallic (steel wire mesh) and non-metallic (fiber glass reinforcement. experimental program consists casting eight dimensions 150×225×2000 mm, 50 mm thickness a polystyrene cork core 50×125 mm. parameters were type reinforcement number layers mesh. results showed that ultimate load several fiber mesh (1, 2, 3) was decreased by (3.27%, 16.52%, 9.38%) respectively, compared steel 2 3). these increased (33.71%, 73.28%, 122.11%) without Also, welded (38.23%, 107.56%, 145.09%) ductility toughness three) (1.68%, 2.11%, 2.68%) (29.39%, 25.91%, 16.06%) crack propagation reduced its width using instead stirrups, especially in two three also use or stirrups has significant effect on failure load, deflections, patterns, stresses, despite clear preference for
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ژورنال
عنوان ژورنال: Tikrit Journal of Engineering Science
سال: 2022
ISSN: ['2312-7589', '1813-162X']
DOI: https://doi.org/10.25130/tjes.29.4.4