Punching
Mostrando 1-12 de 28 artigos, teses e dissertações.
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1. Slabs strengthened for punching shear with post-installed steel and CFRP connectors
Resumo Acidentes estruturais por punção vêm sendo relatados em edifícios com lajes lisas. As recomendações de projeto apresentadas pelas normas podem levar a estimativas de resistência à punção divergentes para situações semelhantes. Além disso, não são apresentadas orientações para o dimensionamento do reforço à punção de lajes existent
Rev. IBRACON Estrut. Mater.. Publicado em: 18/07/2019
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2. Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014
Resumo A solicitação por cargas parcialmente distribuídas em lajes sem armadura transversal, frequente em tabuleiros de pontes, resulta na propagação horizontal da força cortante em direção aos apoios, situação na qual nem toda a largura da laje é mobilizada. Por esta razão, os modelos de resistência à força cortante de vigas e de resistência
Rev. IBRACON Estrut. Mater.. Publicado em: 18/07/2019
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3. Aspects of Finite Element Modeling of Punching Shear Behavior of Reinforced Concrete Flat Slabs
Abstract A series of nonlinear FE analyses was conducted in this paper to model the punching shear failure of RC flat slabs. The analyses were carried out in the software DIANA using three-dimensional continuum elements. These analyses involve the test of different modeling choices in order to evaluate their influences on punching shear failure modeling. The
Lat. Am. j. solids struct.. Publicado em: 04/10/2018
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4. Failure Analysis of Polypropylene Fiber Reinforced Concrete Two-Way Slabs Subjected to Static and Impact Load Induced by Free Falling Mass
Abstract The impact resistance of concrete is considered as poor due to a relatively energy dissipating characteristics and tensile strength. Therefore, this paper investigates the feasibility of using polypropylene fibers (PF) to enhance punching shear capacity of reinforced concrete (RC) two-way slabs subjected to drop-weight impacts. The evaluated parame
Lat. Am. j. solids struct.. Publicado em: 23/04/2018
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5. Punching of reinforced concrete flat slabs with holes and shear reinforcement
Abstract Punching shear is a possible type of failure that occurs in reinforced concrete flat slabs, which can develop with an ultimate load below flexural capacity. Several researchers have studied the punching resistance of flat slabs over recent years. Although they have made great advances, there are codes that show different approaches to a singular des
REM, Int. Eng. J.. Publicado em: 2017-12
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6. Effect of CFRP and TRM Strengthening of RC Slabs on Punching Shear Strength
Abstract The paper presents experiments involving punching of RC slabs strengthened using externally bonded carbon fiber reinforced polymer (CFRP) sheet and textile reinforced mortar (TRM). Twelve RC slab specimens of two concrete grades (39.9 and 63.2 MPa) and employing two strengthening schemes (CFRP and TRM) were tested. Specimens were supported on two op
Lat. Am. j. solids struct.. Publicado em: 2015-09
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7. Two-parameter Rigid Block Approach to Upper Bound Analysis of Equal Channel Angular Extrusion Through a Segal 2θ-die
This article deals with a phenomenological description of experimentally determined complex geometric shape of material dead zone during Equal Channel Angular Extrusion (ECAE) through a Segal 2θ-die with a channel intersection angle of 2θ>0°and 2θ<180°. Taking into account the complex dead zone geometry in a 2θ-die, a two-parameter Rigid Block Method (
Mat. Res.. Publicado em: 2015-06
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8. 2D upper bound analysis of ECAE through 2θ-dies for a range of channel angles
Equal Channel Angular Extrusion (ECAE), sometimes referred to as Equal Channel Angular Pressing (ECAP), is a Severe Plastic Deformation technique. However the energy-power parameters of ECAE have not been fully addressed in previous known publications. The present article is focused on the punching pressure, accumulated plastic strain, and dead metal zone ge
Mat. Res.. Publicado em: 26/10/2014
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9. Punção em lajes lisas de concreto armado com furo adjacente ao pilar e transferência de momento / Punching Shear In Reinforced Flat Slabs with Hole Adjacent to the Column and Moment Transfer
São investigados o comportamento estrutural e a resistência última à punção de ligações laje-pilar de regiões internas das lajes lisas, com um furo adjacente ao pilar, e com ou sem transferência de momento fletor da laje ao pilar. As principais variáveis foram: a existência ou não de furo, a taxa e a distribuição da armadura de flexão, a dire
IBICT - Instituto Brasileiro de Informação em Ciência e Tecnologia. Publicado em: 17/06/2011
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10. Punção em lajes lisas de concreto armado com furo adjacente ao pilar e transferência de momento / Punching Shear In Reinforced Flat Slabs with Hole Adjacent to the Column and Moment Transfer
São investigados o comportamento estrutural e a resistência última à punção de ligações laje-pilar de regiões internas das lajes lisas, com um furo adjacente ao pilar, e com ou sem transferência de momento fletor da laje ao pilar. As principais variáveis foram: a existência ou não de furo, a taxa e a distribuição da armadura de flexão, a dire
IBICT - Instituto Brasileiro de Informação em Ciência e Tecnologia. Publicado em: 17/06/2011
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11. Plastic deformation analysis of low-carbon steel due to metal hole punching using coated and uncoated tools
This paper presents subsurface hardening results of the low-carbon steel plate, deformed under industrial test conditions by punches manufactured in quenched and tempered AISI D2 steel, with and without TiN coating. The punches are 12º double shear angle shaped. A longer tool life was obtained in tools with TiN coatings applied by Physical Vapor Deposition
Journal of the Brazilian Society of Mechanical Sciences and Engineering. Publicado em: 2009-03
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12. Análise de pós-puncionamento em lajes lisas de edifícios em concreto armado
The post punching behavior of a reinforced concrete flat slab building was investigated, as consequence of punching failures resulting in partial or total residual resistance of the connections. Three buildings were analyzed using the Brazilian software TQS (13th version). The connections punching resistances were checked using Brazilian Code NBR 6118: 2003,
Publicado em: 2008