The numerical analysis of micro-damage evolution in damaged element with structural discontinuity

Paweł Kossakowski

doi:10.35784/bud-arch.2204

Open full text

PDF (Język Polski)

Published: Mar 11, 2013

DOI: https://doi.org/10.35784/bud-arch.2204

Issue Vol. 12 No. 1 (2013)

Articles

Economic criteria for the selection of wall formwork
Sławomir Biruk, Piotr Jaśkowski

007-014
Determination of the residential renovation range
Robert Bucoń, Anna Sobotka

015-022
Time-Cost Relationship for Predicting Construction Duration
Agata Czarnigowska, Anna Sobotka

023-030
Employing multi criteria optimisation methods for risk assessment of damage to bridge objects
Artur Duchaczek, Dariusz Skorupka

031-038
Labor demand as a key factor in building process planning
Roman Marcinkowski

039-046
Scheduling of building projects taking into account the time buffers determined on the basis of risk analysis
Mieczysław Połoński

047-052
Preliminary identification and evaluation of parameters affecting the capacity of the operator-earthmoving machine system
Elżbieta Radziszewska-Zielina, Anna Sobotka, Edyta Plebankiewicz, Krzysztof Zima

053-060
The cost analysis of steel halls designing, according to environmental standards, legal guidelines and market prices
Magdalena Rogalska, Zdzisław Hejducki

061-068
The use of fuzzy databases and knowledge bases for aiding engineering projects
Janusz Szelka, Zbigniew Wrona

069-076
Integrating Construction Process Documentation with the use of Building Information Modeling
Krzysztof Zima

077-084
The influence of steel yielding of main reinforcement on bending capacity of beams strengthened with CFRP strips
Przemysław Bodzak

085-090
Applications of truss topology optimization in the design of reinforced concrete structures using „Strut and Tie” models
Karol Bołbotowski, Michał Knauff, Tomasz Sokół

091-098
The reliability of the support zone of beams formed with the use of ST models
Lidia Buda-Ożóg

099-106
Influence of concrete topping on behaviour of prestressed Hollow Core floor slabs on flexible supports
Wit Derkowski, Mateusz Surma

107-114
The influence of reinforcement temperature on stiffness of reinforced concrete beams in fire conditions
Michał Głowacki, Marian Abramowicz, Robert Kowalski

115-122
The method of analysis of a reinforced concrete section under bending in the post-yield range
Jacek Korentz

123-130
Efficiency analysis of strengthening of RC structures with prestressed CFRP composites
Renata Kotynia, Michał Staśkiewicz

131-138
Diagonal crack width towards the experimental results
Rafał Ostromęcki

139-146
The Influence of Concrete Strength on Shear Capacity of Reinforced Concrete Members without Shear Reinforcement
Marta Słowik

151-158
Serviceability limit states of high performance reinforced concrete beams with hybrid fibre
Piotr Smarzewski

155-162
The deformability of compressed concrete elements strengthened with FRCM composite materials
Tomasz Trapko

163-170
Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip
Victor Tur, Stanisław Fic

171-178
The structural fire design of concrete structures with externally bonded reinforcement and fire protection system
Piotr Turkowski

179-186
The experimental investigations of RC internal columns in the connection zone with lightweight concrete slab
Tadeusz Urban, Michał Gołdyn, Łukasz Krawczyk

187-194
The analysis of the effectiveness of different types of punching shear reinforcement not fully anchored
Tadeusz Urban, Michał Gołdyn, Łukasz Krawczyk

195-202
The evaluation of uncertainty in the resistance models of reinforced concrete members
Szczepan Woliński

203-210
Wind Tunnel Measurements of Aeroelastic Guyed Mast Models
Jarosław Bęc, Tomasz Lipecki, Ewa Błazik-Borowa

211-218
The proposal of explicit account of the random character of design process parameters
Agnieszka Dudzik, Urszula Radoń

219-226
Contribution to the diagnostics of rock bolts using elastic wave propagation
Magdalena Rucka

227-234
The numerical analysis of micro-damage evolution in damaged element with structural discontinuity
Paweł Kossakowski

235-242
Diagnostics of concrete plate in bending with ultrasonic waves modulated by low frequency oscillations
Błażej Meronk, Krzysztof Wilde

243-250
Fracture toughness of old bridge steel
Eliza Mytych-Kumańska, Paweł Kossakowski

251-258
Effect of random track irregularities on selected composite bridge / track structure / high-speed train system vibrations
Monika Podworna, Marian Klasztorny

259-266
The analysis of the deformation of node in a modular scaffolding system
Michał Pieńko

267-274
The analysis of stresses and displacements in the aluminium structure with replaceable elements
Beata Potrzeszcz-Sut, Ewa Pabisek

275-282
The initial research of dynamic parameters for composite structures containing Zeolite
Jacek Szulej

283-290
The tune of mass dampers for the Municipal Stadium in Poznan
Piotr Wielgos

291-298

DOI

https://doi.org/10.35784/bud-arch.2204

Authors

Paweł Kossakowski

kossak@tu.kielce.pl

Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology, Poland

https://orcid.org/0000-0002-7827-4955

Abstract

The numerical analysis of microdamage evolution in S235JR steel is presented in the paper. The simulation was performed basing on the Gurson-Tvergaard-Needleman material model which takes into consideration the influence of microdamage to the material strength. The plate element with a central hole was considered. It modelled the structure discontinuity which may occur in structural element due to such a phenomenon as corrosion. The numerical simulation and analysis of micro-damage evolution for this element made of S235JR steel was carried out, which allowed to show and detect the micro-crack initiation and area subjected to final failure.

Keywords:

GTN, Gurson-Tvergaard-Needleman material model, numerical analysis, damage evolution

References

Tvergaard V. Influence of voids on shear band instabilities under plane strain condition, International Journal of Fracture 17 (1981), 389-407. DOI: https://doi.org/10.1007/BF00036191

Tvergaard V., Needleman A. Analysis of the cup-cone fracture in a round tensile bar, Acta Metallurgica, 32 (1984), 157-169. DOI: https://doi.org/10.1016/0001-6160(84)90213-X

Gurson A.L. Continuum theory of ductile rupture by void nucleation and growth: Part I – Yield criteria and flow rules for porous ductile media, Journal of Engineering Materials and Technology, Transactions of the ASME, 99 (1977), 2-15. DOI: https://doi.org/10.1115/1.3443401

Kossakowski P. G. An analysis of the load-carrying capacity of elements subjected to complex stress states with a focus on the microstructural failure, Archives of Civil and Mechanical Engineering, 10 (2010), 15-39. DOI: https://doi.org/10.1016/S1644-9665(12)60048-X

Kossakowski P. G. Simulation of ductile fracture of S235JR steel using computational cells with microstructurally-based length scales, Journal of Theoretical and Applied Mechanics, 50 (2012), 589-607.

Kossakowski P. G. Prediction of ductile fracture for S235JR steel using the Stress Modified Critical Strain and Gurson-Tvergaard-Needleman models, Journal of Materials in Civil Engineering, 24 (2012), 1492-1500. DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000546

Sedlacek G., Feldmann M., Kühn B., Tschickardt D., Höhler S., Müller C., Hensen W., Stranghöner N., Dahl W., Langenberg P., Münstermann S., Brozetti J., Raoul J., Pope R., Bijlaard F. Commentary and worked examples to EN 1993-1-10 “Material toughness and through thickness properties“ and other toughness oriented rules in EN 1993, JRC Scientific and Technical Reports, European Commission Joint Research Centre, 2008.

PN-EN 1993-1-10:2007 Eurokod 3: Projektowanie konstrukcji stalowych - Część 1-10: Udarność i ciągliwość międzywarstwowa materiału.

Tvergaard V. Material failure by void growth to coalescence. Advanced in Applied Mechanics 27 (1989), 83-151. DOI: https://doi.org/10.1016/S0065-2156(08)70195-9

Faleskog J., Gao X., Shih C.F. Cell model for nonlinear fracture analysis – I. Micromechanics calibration, International Journal of Fracture, 89 (1998), 355-373. DOI: https://doi.org/10.1023/A:1007421420901

Kossakowski P. G. Influence of initial porosity on strength properties of S235JR steel at low stress triaxiality, Archives of Civil Engineering, 58 (2012), 293-308. DOI: https://doi.org/10.2478/v.10169-012-0017-9

Kossakowski P. G. Effect of initial porosity on material response under multi-axial stress states for S235JR steel, Archives of Civil Engineering, 58 (2012), 445-462. DOI: https://doi.org/10.2478/v.10169-012-0024-x

Kossakowski P. G. The analysis of Tvergaard’s parameters of S235JR steel in high triaxiality, Advances in Material Science, 12 (2012), 27-35. DOI: https://doi.org/10.2478/v10077-012-0003-6

Kossakowski P. G., Trąmpczyński W. The microvoids evolution of S235JR steel subjected to multi-axial stress state, Engineering Transactions, 60 (2012), 287-314.

PN-EN 10025-1:2005 Wyroby walcowane na gorąco ze stali konstrukcyjnych - Część 1: Ogólne warunki techniczne dostawy.

Abaqus 6.10. Analysis User’s Manual, Dassault Systemes, Providence 2010.

Kossakowski, P. (2013) “The numerical analysis of micro-damage evolution in damaged element with structural discontinuity”, Budownictwo i Architektura / Civil and Architectural Engineering, 12(1), pp. 235–242. doi: 10.35784/bud-arch.2204.

Article Sidebar

Issue Vol. 12 No. 1 (2013)

Archives

Main Article Content

DOI

Authors

Abstract

Keywords:

References

Article Details

License