Accounting the Influence of the Flanges Width when Calculating the Console Beams of the Ribbed Slab
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-44432-6_10
Reference11 articles.
1. Trofimov AV (2020) Taking into account the influence of the slab when calculating the bearing capacity of monolithic ribbed beams. Constr Mech Calc Struct 5(292):12–16. https://doi.org/10.37538/0039-2383.2020.5.12.16
2. Novoselov OG et al (2023) Method for calculating the strength of massive structural elements in the general case of their stress-strain state (kinematic method). Constr Mater Prod 6(3):5–17. https://doi.org/10.58224/2618-7183-2023-6-3-5-17
3. AL-Shalif SAH, Akin A, Aksoylu C, Musa Hakan Arslan MH (2022) Strengthening of shear-critical reinforced concrete T-beams with ancored and non-ancored GFRP fabrics applications. Structures 44:809–827
4. Ciesielczyk K, Szumigała M, Ścigałło J (2017) The numerical analysis of the effective flange width in T-section reinforced concrete beams. Procedia Eng 172:178–185
5. Deifalla A, Ghobarah A (2014) Behavior and analysis of inverted T-shaped RC beams under shear and torsion. Eng Struct 68:57–70
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