Nonlinear Finite Element Analysis of Punching Shear Strength of Eccentrically Loaded RC Flat Slabs with Opening
The aim of this paper is to investigate the influence of eccentric load and the presence of an opening near the column on the punching shear strength of reinforced concrete (RC) flat slab without shear reinforcement using analytical investigation and numerical simulations. A model based on the finit...
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| Published in | KSCE journal of civil engineering Vol. 23; no. 11; pp. 4771 - 4780 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Seoul
Korean Society of Civil Engineers
01.11.2019
Springer Nature B.V 대한토목학회 |
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| Abstract | The aim of this paper is to investigate the influence of eccentric load and the presence of an opening near the column on the punching shear strength of reinforced concrete (RC) flat slab without shear reinforcement using analytical investigation and numerical simulations. A model based on the finite element method is proposed and its validation is confirmed in this study, by comparing the results with the existing experimental studies available in published literature. Twenty slabs supported directly on columns were analyzed, along with variation of load and opening position in the slab. The punching shear strength for all slabs was calculated according to Eurocode 2 (EC2) and numerically. It was found that the obtained punching shear strength was significantly underestimated by EC2. In addition, this research has shown that the opening position in relation to the direction of the bending moment caused by the eccentric load significantly affects the punching shear strength, while EC2 neglects this position. |
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| AbstractList | The aim of this paper is to investigate the influence of eccentric load and the presence of an opening near the column on the punching shear strength of reinforced concrete (RC) flat slab without shear reinforcement using analytical investigation and numerical simulations. A model based on the finite element method is proposed and its validation is confirmed in this study, by comparing the results with the existing experimental studies available in published literature. Twenty slabs supported directly on columns were analyzed, along with variation of load and opening position in the slab. The punching shear strength for all slabs was calculated according to Eurocode 2 (EC2) and numerically. It was found that the obtained punching shear strength was significantly underestimated by EC2. In addition, this research has shown that the opening position in relation to the direction of the bending moment caused by the eccentric load significantly affects the punching shear strength, while EC2 neglects this position. The aim of this paper is to investigate the influence of eccentric load and the presence of an opening near the column on the punching shear strength of reinforced concrete (RC) flat slab without shear reinforcement using analytical investigation and numerical simulations. A model based on the finite element method is proposed and its validation is confirmed in this study, by comparing the results with the existing experimental studies available in published literature. Twenty slabs supported directly on columns were analyzed, along with variation of load and opening position in the slab. The punching shear strength for all slabs was calculated according to Eurocode 2 (EC2) and numerically. It was found that the obtained punching shear strength was significantly underestimated by EC2. In addition, this research has shown that the opening position in relation to the direction of the bending moment caused by the eccentric load significantly affects the punching shear strength, while EC2 neglects this position. KCI Citation Count: 0 |
| Author | Bešević, Miroslav Purčar, Martina Vojnić Kozarić, Ljiljana Živković, Smilja |
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| Keywords | RC flat slabs eccentric load finite element analysis punching shear Eurocode |
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| References | HordijkD ATensile and tensile fatigue behavior of concrete; experiments, modeling and analysesHeron19923713791146528 CEB-FIPModel code 20102010LondonThomas Telford KhatibMAbou SalehZBaalbakiOTemsahYNumerical punching shear analysis of unbonded post-tensioned slabs with inverted-U shapedKSCE Journal of Civil Engineering201822114490449910.1007/s12205-018-1505-5 BorgesL JMeloG SGomesR BPunching shear of reinforced concrete flat plates with openingsACI Structural Journal20131104547556 LeeJFenvesG LPlastic damage model for cyclic loading of concrete structuresASCE Journal of Engineering Mechanics199812489290010.1061/(ASCE)0733-9399(1998)124:8(892) BromsC EConcrete flat slabs and footings: Design method for punching and detailing for ductility2006Stockholm, SwedenRoyal Institute of Technology114 NajdanovićDBetonske konstrukcije2009Beograd, SerbiaOrion Art SilvaJ AMarquesM GTrautweinL MGomesR BGuimarãesG NPunching of reinforced concrete flat slabs with holes and shear reinforcementREM - International Engineering Journal201770440741310.1590/0370-44672017700022 ŽivkovićSBeševićMVojinić PurčarMKozarićLJPunching shear of RC flat slabs with openingsProceedings of the International Scientific Conference CIBv2018BraşovTransilvania University Publishing House299304 KinnunenSNylanderHPunching of concrete slabs without shear reinforcement1960StockholmRoyal Institute of TechnologyTransactions No. 158 WestergaardH MSlaterW AMoments and stresses in slabsProc. Am. Conc. Inst192117415538 PBAB 87Pravilnik o tehničkim normativama za beton i armirani beton 871995Beograd, SerbiaGradevinski fakultet Univerziteta u Beogradu The Structural Design of Tall and Special Buildings20152415 BrujićZKukarasDFolićRAliSČehAPunching shear strength of eccentrically loaded RC flat slabs without transverse reinforcementGrađevinar2018709757770 SacramentoP V PFerreiraM POliveiraD R CMeloG S S APunching strength of reinforced concrete flat slabs without shear reinforcementStructures and Materials Journal201255659691 Eurocode 2Design of concrete structures - Part 1-1: General rules and rules for buildings2015Brussels, BelgiumEuropean Committee for Standardization (CEN) MayaL FFernández RuizMMuttoniAFosterS JPunching shear strength of steel fibre reinforced concrete slabsEngineering Structures201240839410.1016/j.engstruct.2012.02.009 ACI Committee 318Building code requirements for reinforced concrete (ACI 318-14) and commentary2014USADetroit: American Concrete Institute ChetchotisakPRuengpimPChetchotsakDYindeesukSPunching shear strengths of RC slab-column connections: Prediction and reliabilityKSCE Journal of Civil Engineering20182283066307610.1007/s12205-017-0456-6KSCE SümerYAktaşMDefining parameters for concrete damage plasticity modelChallenge Journal of Structural Mechanics201513149155 TalbotA NReinforced concrete wall footings and column footings1913Urbana, USAUniversity of Illinois MuttoniAPunching shear strength of reinforced concrete slabs without transverse reinforcementACI Structural Journal20081054440450 AdetifaBPolakM ARetrofit of interior slab-column connections for punching using shear boltsACI Structural Journal20051022268274 MoeJShearing strength of reinforced concrete slabs and footings under concentrated loads1961Skokie, USAPortland Cement Association OllerSNonlinear dynamics2014SpainTechnical University of Catalonia1327.74002 L J Borges (75_CR3) 2013; 110 D Najdanović (75_CR17) 2009 Z Brujić (75_CR5) 2018; 70 A N Talbot (75_CR23) 1913 ACI Committee 318 (75_CR1) 2014 J A Silva (75_CR21) 2017; 70 P Chetchotisak (75_CR7) 2018; 22 S Kinnunen (75_CR12) 1960 PBAB 87 (75_CR19) 1995 B Adetifa (75_CR2) 2005; 102 Y Sümer (75_CR22) 2015; 1 J Moe (75_CR15) 1961 P V P Sacramento (75_CR20) 2012; 5 C E Broms (75_CR4) 2006 M Khatib (75_CR11) 2018; 22 (75_CR9) 2015; 24 S Oller (75_CR18) 2014 Eurocode 2 (75_CR8) 2015 J Lee (75_CR13) 1998; 124 L F Maya (75_CR14) 2012; 40 A Muttoni (75_CR16) 2008; 105 H M Westergaard (75_CR24) 1921; 17 CEB-FIP (75_CR6) 2010 D A Hordijk (75_CR10) 1992; 37 S Živković (75_CR25) 2018 |
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| SubjectTerms | Bending moments Building codes Civil Engineering Columns (structural) Concrete slabs Concrete structures Deformation Eccentric loads Eccentricity Engineering Finite element method Geotechnical Engineering & Applied Earth Sciences Industrial Pollution Prevention Mathematical analysis Mathematical models Mechanical properties Punching shear Reinforced concrete Shear strength Slabs Structural Engineering 토목공학 |
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| Title | Nonlinear Finite Element Analysis of Punching Shear Strength of Eccentrically Loaded RC Flat Slabs with Opening |
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