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author:

Wang, Li-Juan (Wang, Li-Juan.) [1] (Scholars:王丽娟) | Hu, Chang-Bin (Hu, Chang-Bin.) [2] (Scholars:胡昌斌) | Zeng, Yu-Xin (Zeng, Yu-Xin.) [3]

Indexed by:

EI Scopus PKU CSCD

Abstract:

Based on 1/4 slab simulation program, considering the interface friction between the slab and base, a simulation program for 3D early-age curling of full-scale slab was developed and validated by field experiments. Compared with the 1/4 slab program, full-scale slab programs which consider the interface friction may reduce displacement at the corner of the slab, and the magnitude of daily variation and slab displacement calculated by full-scale slab program are more identical to experimental results. Additionally, the calculation iterative convergence is greatly influenced by parameters of the interface between slab and base. Due to process effect in early age slabs, lots of complex responses are evidenced in slabs under different case combinations. Simulation results show that early-age slabs display curling movement from the corner to 1/4 of the distance away from the center of slab. Asymmetric curling in the slab is caused by different boundary constraints. Under superimposed and repeated effects (remember-relax-remember) over 28 days in summer, a positive built-in temperature difference exists in slabs generally. Owing to the complexity of concrete early-age behavior, further research in model optimization, characteristics of early-age material parameters, and the effect of construction technology on numerical simulation of early-age slabs are suggested. © 2017, Engineering Mechanics Press. All right reserved.

Keyword:

Behavioral research Cements Computer simulation Concrete pavements Concretes Friction Iterative methods Numerical models

Community:

  • [ 1 ] [Wang, Li-Juan]College of Civil Engineering, Fuzhou University, Fuzhou; Fujian; 350108, China
  • [ 2 ] [Hu, Chang-Bin]College of Civil Engineering, Fuzhou University, Fuzhou; Fujian; 350108, China
  • [ 3 ] [Zeng, Yu-Xin]College of Civil Engineering, Fuzhou University, Fuzhou; Fujian; 350108, China

Reprint 's Address:

  • 胡昌斌

    [hu, chang-bin]college of civil engineering, fuzhou university, fuzhou; fujian; 350108, china

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Source :

Engineering Mechanics

ISSN: 1000-4750

CN: 11-2595/O3

Year: 2017

Issue: 7

Volume: 34

Page: 146-155

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 6

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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