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- W4309227921 abstract "This paper investigated double-web steel sections filled with recycled aggregate concrete (RAC). All specimens have the same effective length, cross-section (I-section), kind of load, and loading conditions. On the steel beams, the thickness and width of the flange plates were 120 mm and 6 mm, while the thickness of the web plates was 3 mm. All specimens had a support distance of 1200 mm. In this experiment, one sample of unfilled RAC was designated as the control beam, and the second set was divided into three double web beams filled with RAC; in terms of ductility, stiffness, overall flexural capacity, and area under the curve, the RFF specimen outperformed the hollow, RMF, and REF double-web steel specimens." @default.
- W4309227921 created "2022-11-24" @default.
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- W4309227921 date "2022-10-20" @default.
- W4309227921 modified "2023-10-16" @default.
- W4309227921 title "Experimental Investigation of Double Web Steel Beam Filled with Recycled Aggregate Concrete(RAC)" @default.
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- W4309227921 doi "https://doi.org/10.1109/ismsit56059.2022.9932835" @default.
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