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Long-term durability of large-diameter polyester composite pipes

https://doi.org/10.22227/2305-5502.2023.4.1

Abstract

Introduction. The paper deals with relaxation and creep coefficients, long-term ultimate bending deformation under long-term exposure to moisture and chemically active environment (10,000 hours) of sewer pipes.

Materials and methods. 400, 1,200 and 1,400 mm diameter sewer pipes made of glass-reinforced polyester. A compressive load was applied to the specimen at a constant rate until a specific annular strain of (3.0 ± 0.5) % was achieved in (60 ± 10) s. The obtained specific annular strain was kept constant for 2 minutes, after this time the compressive load and annular strain were determined and recorded. The essence of the method is to load a test specimen, placed horizontally and immersed in water, at a given temperature, with a diametrically compressive load for a time during which the annular strain remains constant. The load is measured at specified intervals until 10,000 h is reached. According to the test results, the long-term specific annular stiffness and relaxation coefficient under the influence of moisture are determined in accordance with the methodology of GOST R 57008–2016. Two specimens shall be used for testing, unless otherwise specified in the normative document. Long-term specific ring stiffness and relaxation coefficient are the arithmetic mean obtained for two specimens.

Results. It was found that the performance characteristics (long-term ultimate bending deformation, relaxation and creep coefficients when exposed to moisture) of the investigated sewer pipes are determined by the specific ring stiffness and their diameter. For polyester pipes with initial ring stiffness of 5,000 N/m2 increasing their diameter from 400 to 1,400 mm leads to linear increase of relaxation coefficient (from 0.79 to 0.96) and decrease of long-term ultimate bending strain (from 0.84 to 0.75 %) when exposed to moisture during 10,000 hours.

Conclusions. The durability of the investigated sewer pipes made of glass-reinforced polyester exceeds 50 years.

About the Authors

M. G. Kovalev
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation

Mikhail G. Kovalev — Leading Engineer of the Research Institute of Experimental Mechanics

26 Yaroslavskoe shosse, Moscow, 129337



V. A. Kakusha
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation

Vladimir A. Kakusha — Head of the Laboratory for Testing Building Structures, Materials and Products

26 Yaroslavskoe shosse, Moscow, 129337



O. A. Kornev
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation

Oleg A. Kornev — Deputy Director of the Research Institute of Experimental Mechanics

26 Yaroslavskoe shosse, Moscow, 129337



D. A. Melnikov
New Pipe Technologies
Russian Federation

Denis A. Melnikov — Deputy Director of the Directorate of Engineering and Project Work

53/4c1 Shchepkina st., Moscow, 129110



M. V. Fedorov
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation

Maxim V. Fedorov — Head of the Laboratory of Natural Tests

26 Yaroslavskoe shosse, Moscow, 129337



D. V. Zaitsev
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation

Danil V. Zaitsev — Deputy Head of the Laboratory of Natural Tests

26 Yaroslavskoe shosse, Moscow, 129337



P. D. Kapyrin
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation

Pavel D. Kapyrin — Candidate of Technical Sciences, Associate Professor of the Department of Mechanization, Automation and Robotization of Construction

26 Yaroslavskoe shosse, Moscow, 129337



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Review

For citations:


Kovalev M.G., Kakusha V.A., Kornev O.A., Melnikov D.A., Fedorov M.V., Zaitsev D.V., Kapyrin P.D. Long-term durability of large-diameter polyester composite pipes. Construction: Science and Education. 2023;13(4):6-18. (In Russ.) https://doi.org/10.22227/2305-5502.2023.4.1

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