Results 1 to 10 of about 870 (149)

Code provisions evaluation for the punching shear capacity of R.C footings without reinforcement for punching shear

open access: yesCase Studies in Construction Materials, 2023
There is no agreement on how to predict punching shear for footings among different design codes, which is inconsistent with experimentally observed capacity. Such inconsistency is due to the following issues: (1) the different definitions used by design
Amr El-said   +5 more
doaj   +4 more sources

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

open access: yesScientific Reports
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.
Dina M. Ors   +5 more
doaj   +3 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   +4 more sources

Effect of Shape, Number, and Location of Openings on Punching Shear Capacity of Flat Slabs

open access: yesBuildings, 2021
Experimental evidence have proved that punching shear capacity of flat slabs deteriorate with the presence of openings located within the critical perimeter around columns.
Ekkachai Yooprasertchai   +5 more
doaj   +3 more sources

Shear and Punching Capacity Predictions for One-Way Slabs under Concentrated Loads Considering the Transition between Failure Mechanisms

open access: yesBuildings, 2023
Reinforced concrete one-way slabs under concentrated loads can develop different shear failure mechanisms: as wide beams in one-way shear, punching shear around the load or a mixed mode between them. Until now, most publications presented recommendations
Alex Micael Dantas de Sousa   +2 more
doaj   +3 more sources

Design Equation for Punching Shear Capacity of SFRC Slabs

open access: yesInternational Journal of Concrete Structures and Materials, 2011
In this paper, a design equation for the punching shear capacity of steel fiber reinforced concrete (SFRC) slabs is proposed based on the Japan Society of Civil Engineers (JSCE) standard specifications. Addition of steel fibers into concrete improves mechanical behavior, ductility, and fatigue strength of concrete.
Hiroshi Higashiyama   +2 more
exaly   +2 more sources

The effect on punching shear failure in centrally loaded ground-supported concrete slabs for different aspects like slab thickness, size and the position of reinforcement bar, and the strength of concrete using a validated FE model [PDF]

open access: yesHeliyon
The effect of slab thickness, presence of reinforcement and concrete strength on punching shear capacity of the ground-supported concrete slabs (GSCS) is an important issue in Industrial Ground-supported slab construction.
Mohammad Shahiduzzaman   +1 more
doaj   +2 more sources

Explainable machine learning models for punching shear capacity of FRP bar reinforced concrete flat slab without shear reinforcement

open access: yesCase Studies in Construction Materials
Existing semi-empirical formulas for predicting punching shear capacity in FRP bar reinforced concrete flat slabs without shear reinforcement often prove inaccurate and unstable. This is primarily due to limited modeling data, inadequate consideration of
Jia Yan   +5 more
doaj   +3 more sources

The calibration of NLFE model for the assessment of the maximum punching capacity of flat slabs [PDF]

open access: yesMATEC Web of Conferences, 2023
The requirements on structural engineers to design more subtle flat slabs are still increasing and therefore they must often design a large amount of reinforcement against punching. The maximum amount of transverse reinforcement is limited by the maximum
Gregusova Natalia, Halvonik Jaroslav
doaj   +1 more source

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