Nonlinear damage creep model of concrete considering the influence of temperature and its parameter variation law analysis.

In order to study the creep characteristics of concrete under different temperatures, the uniaxial creep test of concrete is carried out. On this basis, the nonlinear creep model of concrete is established by using the fractal order derivative theory. According to the characteristics of the classica...

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Main Author: Lu Wang
Format: Article
Language:English
Published: Public Library of Science (PLoS) 2025-01-01
Series:PLoS ONE
Online Access:https://doi.org/10.1371/journal.pone.0327314
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author Lu Wang
author_facet Lu Wang
author_sort Lu Wang
collection DOAJ
description In order to study the creep characteristics of concrete under different temperatures, the uniaxial creep test of concrete is carried out. On this basis, the nonlinear creep model of concrete is established by using the fractal order derivative theory. According to the characteristics of the classical creep curve and the creep equation, the calculation method of creep parameters is determined. The variation law of each creep model parameter under different stress and temperature is analyzed. The results showed that the model can well reproduce the change trend of the curve during the creep process of concrete under different temperature conditions and stress levels, indicating that the model has strong adaptability and accuracy in capturing the creep law. In the later stage of concrete creep, the accelerated creep stage is often accompanied by complex situations such as rapid accumulation of internal damage and rapid deterioration of the structure. The traditional model has limitations in the accurate description of this stage, and the new model can effectively solve this problem. Undoubtedly, it enhances its value and advantages in practical applications. The elastic modulus of the elastomer controls the instantaneous strain. The elastic modulus, viscosity coefficient and fractal order of viscoelastic body control the viscoelastic creep and creep rate. Viscosity coefficient and fractal order of viscoplastic body control the viscoplastic creep and creep rate.
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spelling doaj-art-a4d5924cbb9a4661b82b1aed16a765dd2025-07-10T05:31:10ZengPublic Library of Science (PLoS)PLoS ONE1932-62032025-01-01207e032731410.1371/journal.pone.0327314Nonlinear damage creep model of concrete considering the influence of temperature and its parameter variation law analysis.Lu WangIn order to study the creep characteristics of concrete under different temperatures, the uniaxial creep test of concrete is carried out. On this basis, the nonlinear creep model of concrete is established by using the fractal order derivative theory. According to the characteristics of the classical creep curve and the creep equation, the calculation method of creep parameters is determined. The variation law of each creep model parameter under different stress and temperature is analyzed. The results showed that the model can well reproduce the change trend of the curve during the creep process of concrete under different temperature conditions and stress levels, indicating that the model has strong adaptability and accuracy in capturing the creep law. In the later stage of concrete creep, the accelerated creep stage is often accompanied by complex situations such as rapid accumulation of internal damage and rapid deterioration of the structure. The traditional model has limitations in the accurate description of this stage, and the new model can effectively solve this problem. Undoubtedly, it enhances its value and advantages in practical applications. The elastic modulus of the elastomer controls the instantaneous strain. The elastic modulus, viscosity coefficient and fractal order of viscoelastic body control the viscoelastic creep and creep rate. Viscosity coefficient and fractal order of viscoplastic body control the viscoplastic creep and creep rate.https://doi.org/10.1371/journal.pone.0327314
spellingShingle Lu Wang
Nonlinear damage creep model of concrete considering the influence of temperature and its parameter variation law analysis.
PLoS ONE
title Nonlinear damage creep model of concrete considering the influence of temperature and its parameter variation law analysis.
title_full Nonlinear damage creep model of concrete considering the influence of temperature and its parameter variation law analysis.
title_fullStr Nonlinear damage creep model of concrete considering the influence of temperature and its parameter variation law analysis.
title_full_unstemmed Nonlinear damage creep model of concrete considering the influence of temperature and its parameter variation law analysis.
title_short Nonlinear damage creep model of concrete considering the influence of temperature and its parameter variation law analysis.
title_sort nonlinear damage creep model of concrete considering the influence of temperature and its parameter variation law analysis
url https://doi.org/10.1371/journal.pone.0327314
work_keys_str_mv AT luwang nonlineardamagecreepmodelofconcreteconsideringtheinfluenceoftemperatureanditsparametervariationlawanalysis