Details

Title

Proposal for application of risk analysis to assess robustness of floor slabs pre-stressed with unbonded tendoms

Journal title

Archives of Civil Engineering

Yearbook

2022

Volume

vol. 68

Issue

No 1

Affiliation

Woliński, Szczepan : Rzeszów University of Technology, The Faculty of Civil and Environmental Engineering and Architecture, Powstanców Warszawy 12, 35-084 Rzeszów, Poland ; Pytlowany, Tomasz : Carpathian State College in Krosno, Politechnik Institutution, Dmochowskiego 12, 38-400 Krosno, Poland

Authors

Keywords

unbounded prestress ; flat slabs ; risk analysis ; fuzzy logic ; FEM method ; robustness

Divisions of PAS

Nauki Techniczne

Coverage

241-253

Publisher

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliography

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[15] EN 1990:2004 Eurocode- Basis of structural design.
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[19] Sz. Wolinski, T. Pytlowany, “Analysis of the state of prestressed structure using data collection simulation technique”, MATEC Web of Conferences, 2019, vol. 262, DOI: 10.1051/matecconf/201926208006.
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[23] E.A.P. Liberati, C.G. Nogueira, E.D. Leonel, “Nonlinear formulation based on FEM, Mazars damage criterion and Fick’s law applied to failure assessment of reinforced concrete structures subjected to chloride ingress and reinforcements corrosion”, Engineering Failure Analysis, 2014, vol. 46, pp. 247–268, DOI: 10.1016/j.engfailanal.2014.09.006.
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Date

2022.03.30

Type

Article

Identifier

DOI: 10.24425/ace.2022.140166
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