Results 1 to 10 of about 1,609 (167)

Strength of footing with punching shear preventers. [PDF]

open access: yesScientificWorldJournal, 2014
The punching shear failure often governs the strength of the footing-to-column connection. The punching shear failure is an undesirable failure mode, since it results in a brittle failure of the footing. In this study, a new method to increase the strength and ductility of the footing was proposed by inserting the punching shear preventers (PSPs) into ...
Lee SS, Moon J, Park KS, Bae KW.
europepmc   +5 more sources

Enhancing punching shear and post-punching behavior of flat slabs using wire mesh, integrity bars and fibers [PDF]

open access: yesScientific Reports
Punching shear failure is a common issue in the connection between flat slabs and reinforced concrete columns. Once failure occurs, a supplementary load-carrying mechanism is necessary to prevent the progressive collapse of the connections.
Ali Janabi, M. Reza Esfahani
doaj   +2 more sources

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   +2 more sources

Punching shear performance of star-shaped steel plates reinforced RC slab-column connections

open access: yesCase Studies in Construction Materials, 2023
The progressive collapse of flat plate structures due to brittle punching shear failure of reinforced concrete (RC) slab-column connections is a major concern in structural engineering.
Yang Liu   +4 more
doaj   +1 more source

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

Experimental investigation of punching shear behaviour of ultra-high performance self-compacting concrete slabs

open access: yesCase Studies in Construction Materials, 2023
The use of heavy reinforced and thick transfer-slab in multipurpose tall buildings is crucial to dealing with many issues such as high bending and punching shear stresses created from relocation of columns in floors above transfer-slab.
Mohamed A. El Zareef   +2 more
doaj   +1 more source

Punching Shear Strength of Voided Slab: Literature Review and Evaluation of Design Codes

open access: yesWasit Journal of Engineering Sciences, 2022
Despite of the economic advantages provided by the voided slabs, their design against punching shear failure, as suggested by the current building codes, are based on the equations derived from tests on flat slabs.
Akram mohammad, Ahmed Al-Bayati
doaj   +1 more source

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   +1 more source

Parametric Study for Behavior of the Punching Shear Capacity of Flat Slab Without Shear Reinforcement by The Selected Design Codes

open access: yesEurasian Journal of Science and Engineering, 2023
The system of the flat slab is widely used for the construction of structures because it has economic and functional advantages. However, a flat slab has some disadvantages as punching shear problem occurs by shear force concentrations around the column,
Hawar Hasan Jasim
doaj   +1 more source

Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014 [PDF]

open access: yesRevista IBRACON de Estruturas e Materiais, 2023
This study describes a set of recommendations to improve the precision of shear and punching shear capacity predictions for one-way slabs under concentrated loads, regardless of the governing failure mechanism, using the ABNT NBR 6118:2014 code ...
Alex Micael Dantas de Sousa   +4 more
doaj   +1 more source

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