Based on MIDAS/CIVIL the Anchorage of Mass Concrete Temperature Field and Stress Field Simulation Analysis

Ming Ru Zhou; Qiong Fei Shen; Zhao Ning Zhang; Hong Sheng Li; Zhong Yu Guo; Zheng Bo Li

doi:10.4028/www.scientific.net/AMR.724-725.1482

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 724-725Based on MIDAS/CIVIL the Anchorage of Mass...

Based on MIDAS/CIVIL the Anchorage of Mass Concrete Temperature Field and Stress Field Simulation Analysis

Abstract:

Based on the foundation of heat conduction equation, this paper analyses the Yellow River bridge liujiaxia anchorage of mass concrete temperature field and stress field in the natural cooling and stratified pouring time interval for 7 days to circumstances with the MIDAS/CIVIL finite element software. The results show that the interval 7 days stratified pouring and natural cooling method, can't meet the requirements of concrete anti-crack.

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Periodical:

Advanced Materials Research (Volumes 724-725)

Pages:

1482-1488

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.724-725.1482

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Online since:

August 2013

Authors:

Ming Ru Zhou*, Qiong Fei Shen, Zhao Ning Zhang, Hong Sheng Li, Zhong Yu Guo, Zheng Bo Li

Keywords:

Anchorage of Mass Concrete, Midas/Civil, Natural Cooling, Stratified Pouring

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* - Corresponding Author

References

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