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

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, , Citation V N Sidorov and K Nowak 2018 IOP Conf. Ser.: Mater. Sci. Eng. 456 012007 DOI 10.1088/1757-899X/456/1/012007

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sidorov.vladimir@gmail.com

Author affiliations

1 Department of Building structures, Buildings and Facilities, Russian University of Transport, MIIT, 9 Obraztsova street, Moscow, 127994, Russia

2 Faculty of Civil Engineering and Architecture, Kielce University of Technology, 7 Tysiąclecia Panstwa Polskiego alley, Kielce, 25-314, Poland

3 Department of Architecture and Civil Engineering, RUDN University, 6 Miklucho-Maklaya street, Moscow, 117198

4 Structural Mechanics Department, Moscow Institute of Architecture, 11 Prechistenka Street, Москва, 119034, Russia

5 Construction Mechanics and Computer Department, Perm National Research Polytechnic University, 29 Komsomolsky prospectus, Perm, 614990, Russia

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1757-899X/456/1/012007

Abstract

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.

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10.1088/1757-899X/456/1/012007