Punching shear capacity of expanded polystyrene (EPS) lightweight concrete flat slabs without shear reinforcement

This work presents an experimental and theoretical study on the punching shear behavior of Lightweight Concrete Slabs. Lightweight obtained using Expanded polystyrene (EPS) beads as partial coarse aggregate’s replacement, without adding supplementary bonding additives, to reduce concrete density fro...

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Bibliographic Details
Main Author: Faris Rashied Ahmed
Format: Article
Language:English
Published: SAGE Publishing 2023-09-01
Series:Advances in Mechanical Engineering
Online Access:https://doi.org/10.1177/16878132231199885