Numerical investigation of the long-term work of arches under material creep conditions

The numerical analysis results of arched constructions are considered taking into account creep of the material. A typical building material substantially exhibiting creep under long-term loading is concrete. As a basic model of concrete creep, a model of viscoelastic material was selected. The model was verified and calibrated on the experimental studies basis of concrete creep and in accordance with the requirements of regulatory documents. Numerical modeling of arches was carried out in the software environment of SIMULIA Abaqus. © Published under licence by IOP Publishing Ltd.

Authors
Sidorov V.N. 1, 2, 3, 4, 5 , Nowak K.2
Publisher
Institute of Physics Publishing
Number of issue
1
Language
English
Status
Published
Number
012007
Volume
456
Year
2018
Organizations
  • 1 Department of Building Structures, Buildings and Facilities, Russian University of Transport, MIIT, 9 Obraztsova street, Moscow, 127994, Russian Federation
  • 2 Faculty of Civil Engineering and Architecture, Kielce University of Technology, 7 Tysiaclecia Panstwa Polskiego alley, Kielce, 25-314, Poland
  • 3 Department of Architecture and Civil Engineering, RUDN University, 6 Miklucho-Maklaya street, Moscow, 117198, Russian Federation
  • 4 Structural Mechanics Department, Moscow Institute of Architecture, 11 Prechistenka Street119034, Russian Federation
  • 5 Construction Mechanics and Computer Department, Perm National Research Polytechnic University, 29 Komsomolsky prospectus, Perm, 614990, Russian Federation
Keywords
ABAQUS; Arches; Concretes; Viscoelasticity; Concrete creep; Creep conditions; Long-term loadings; Numerical investigations; Regulatory documents; Software environments; Visco-elastic material; Creep
Date of creation
19.07.2019
Date of change
19.07.2019
Short link
https://repository.rudn.ru/en/records/article/record/38291/
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