Study on early-age thermal field of single-cell box girder concrete cured with electric heating furnaces

Author:

Zeng YongORCID,Zeng Yutong,Jiang Dong,Liu Shanhong

Funder

the Natural Science Foundation of PR China

National Key Laboratory of Mountain Bridge, Tunnel Engineering Development Fund

Chongqing Returned Overseas Students' Entrepreneurship and Innovation Support Fund

Publisher

Springer Science and Business Media LLC

Reference21 articles.

1. Liu X. Temperature stress analysis of concrete structure. 1st ed. Beijing: People’s Communications Press; 1991.

2. Chen L. Analysis on thermal field of early age concrete box girder. J Highw Transp Res Dev. 2018;35(10):50–5.

3. Bo Z, Qingsheng G, Shuixing Z. Analysis of thermal field for block number zero of continuous rigid frame bridge. J Chongqing Jiaotong Univ (Nat Sci). 2012;31(5):924–6.

4. Huang YH, Liu GX, Huang SP, et al. Experimental and finite element investigations on the thermal field of a massive bridge pier caused by the hydration heat of concrete. Constr Build Mater. 2018;192:240–52. https://doi.org/10.1016/j.conbuildmat.2018.10.128.

5. Lee JH, Kalkan I. Analysis of thermal environmental effects on precast, prestressed concrete bridge girders: temperature differentials and thermal deformations. Adv Struct Eng. 2012;15:447–59. https://doi.org/10.1260/1369-4332.15.3.447.

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