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Punching Shear Strength of FRP-Reinforced Concrete Slabs without Shear Reinforcements: A Reliability Assessment. [PDF]

open access: goldPolymers (Basel), 2022
The recent failure of buildings because of punching shear has alerted researchers to assess the reliability of the punching shear design models. However, most of the current research studies focus on model uncertainty compared to experimentally measured ...
Alkhatib S, Deifalla A.
europepmc   +4 more sources

Remediation of Punching Shear Failure Using Glass Fiber Reinforced Polymer (GFRP) Rods. [PDF]

open access: goldPolymers (Basel), 2021
The results of an experimental program on shear-strengthening of flat slabs using Glass Fiber Reinforced Polymer (GFRP) rods are presented. A total of seven specimens were tested under an upward concentric monotonic loading until failure.
Yooprasertchai E   +6 more
europepmc   +4 more sources

Punching Shear Failure Analysis of Reinforced Concrete Slabs under Close-in Explosion. [PDF]

open access: yesMaterials (Basel), 2023
The susceptibility of reinforced concrete (RC) slabs to punching shear failure is heightened when subjected to close-in explosion loads, leading to a wider range of damage caused by the resultant leakage shock wave through the punching hole. Consequently,
Liu S, Xu X, Zhou B, Yang K.
europepmc   +2 more sources

Using Artificial Intelligence Techniques to Predict Punching Shear Capacity of Lightweight Concrete Slabs. [PDF]

open access: yesMaterials (Basel), 2022
Although lightweight concrete is implemented in many mega projects to reduce the cost and improve the project’s economic aspect, research studies focus on investigating conventional normal-weight concrete.
Ebid A, Deifalla A.
europepmc   +2 more sources

Punching Shear Behavior of Slabs Made from Different Types of Concrete Internally Reinforced with SHCC-Filled Steel Tubes. [PDF]

open access: yesMaterials (Basel), 2022
The punching shear failure of reinforced concrete (RC) flat slabs is an undesirable type of failure, as it is sudden and brittle. This paper presents an experimental and numerical study to explore the behavior of flat slabs made of different types of ...
Elsamak G   +4 more
europepmc   +2 more sources

Punching Shear Capacity of Recycled Aggregate Concrete Slabs

open access: yesBuildings, 2022
This article investigates the punching shear behavior of recycled aggregate concrete (RAC) two-way slabs. Ten 1500 mm × 1500 mm × 100 mm slabs were tested monotonically.
Satjapan Leelatanon   +4 more
doaj   +2 more sources

Machine learning base models to predict the punching shear capacity of posttensioned UHPC flat slabs. [PDF]

open access: yesSci Rep
The aim of this research is to present correction factors for the punching shear formulas of ACI-318 and EC2 design codes to adopt the punching capacity of post tensioned ultra-high-performance concrete (PT-UHPC) flat slabs.
Ors DM   +5 more
europepmc   +2 more sources

A Modified Compression Field Theory Based Analytical Model of RC Slab-Column Joint without Punching Shear Reinforcement

open access: yesBuildings, 2022
RC slab–column structures are widely used because of the advantages of small space occupation for horizontal members, easy construction and good economy.
Linfeng Wu   +3 more
doaj   +2 more sources

Flat Slabs in Eccentric Punching Shear: Experimental Database and Code Analysis

open access: yesBuildings, 2022
Eccentric punching shear can occur in concrete slab–column connections when the connection is subjected to shear and unbalanced moments. Unbalanced moments occur in all floor slabs at the edge and corner columns.
Daniel Vargas   +2 more
doaj   +2 more sources

Punching shear strength and deformation for FRP-reinforced concrete slabs without shear reinforcements

open access: yesCase Studies in Construction Materials, 2022
While very little is known about the punching shear behavior of Fiber Reinforced Polymer (FRP)-reinforced concrete slabs; thus, very few design codes for this case are available. Most available design codes and guidelines are missing the physical meaning
A. Deifalla
doaj   +2 more sources

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