Numerical Simulation on Real-Time Temperature Field and Strength Field of Bridge Mass Concrete

Chun Mei Zhu; You Zhi Wang; Bin Yan; Hong Wei Gao

doi:10.4028/www.scientific.net/AMM.99-100.346

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 99-100Numerical Simulation on Real-Time Temperature...

Numerical Simulation on Real-Time Temperature Field and Strength Field of Bridge Mass Concrete

Abstract:

Access to the internal concrete temperature of the instantaneous temperature field and the strength of the field Real-time monitoring , Concrete temperature field and stress field of the numerical simulation analysis method was proposed . Intuitive accurate prediction that the temperature field and stress field provide a reliable basis on the distribution of temperature control schemes and the construction scheme formulated.

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Periodical:

Applied Mechanics and Materials (Volumes 99-100)

Pages:

346-349

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.99-100.346

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Online since:

September 2011

Authors:

Chun Mei Zhu, You Zhi Wang, Bin Yan, Hong Wei Gao

Keywords:

Mass Concrete, Numerical Simulation, Strength Field, Temperature Field

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References

[1] Tiemeng Wang:Control of cracking in engineering structure 1998,127-144, in chinese.

Google Scholar

[2] Xingfa Liu:Temperature stress analysis in concrete structure: 1991,36-42, in chinese.

Google Scholar

[3] Zhengde LI, Liya Zhang: Causes analysis and prevention measures of concrete cracks, 2010, in chinese.

Google Scholar

[4] SUN Wei, in: Finite Element analysis of temperature field thermal Stress of massive concrete, Construction design for project (2005) , in chinese.

Google Scholar

[5] Yuhua Huang and Song Liu : Science and technology of overseas building materials (2004) , in chinese.

Google Scholar

[6] Suwen Liu ,The application experience of maturity theory in concrete block production. (2010) , in chinese.

Google Scholar

[7] Kangess Vivekan andam,Indubhushan patmaikuni:Transition zone in HPC during hydration[J]. cement and concrete research,1997.Vol.27,No.6,817-823.

Google Scholar

[8] Lambros.V,Androus.A,Hossain K.M.A:High performance concrete and sustainable development[C]. Proceedings:2003Building our Civilization-5th Construction, 2003.6:2123-2132.

Google Scholar

[9] Metin Husem,Serhat Gozutok:The effects of low temperature curing on the compressive strength of ordinary and high performance concrete[J].constructin and building materails,2005,(19):49-53.

DOI: 10.1016/j.conbuildmat.2004.04.033

Google Scholar