Modeling of cement hydration in high performance concrete structures with hybrid finite elements

被引:12
作者
Teixeira de Freitas, J. A. [1 ]
Cuong, P. T. [1 ,2 ]
Faria, Rui [3 ]
机构
[1] Univ Lisbon, Dept Engn Civil Arquitectura & Georecursos, Inst Super Tecn, ICIST,CEris, P-1699 Lisbon, Portugal
[2] Ho Chi Minh City Univ Transport, Fac Civil Engn, Ho Chi Minh, Vietnam
[3] Univ Porto, Dept Engn Civil, Fac Engn, P-4100 Oporto, Portugal
关键词
hybrid finite elements; transient heat transfer; transient moisture transport; high performance concrete; MOISTURE DIFFUSION; SELF-DESICCATION; PART I; TEMPERATURE; SIMULATION; SHRINKAGE; CRACKING;
D O I
10.1002/nme.4895
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A hybrid finite element formulation is used to model the hygro-thermo-chemical process of cement hydration in high performance concrete. The temperature and the relative humidity fields are directly approximated in the domain of the element using naturally hierarchical bases independent of the mapping used to define its geometry. This added flexibility in modeling implies the independent approximation of the heat and moisture flux fields on the boundary of the element, the typical feature of hybrid finite element formulations. The formulation can be implemented using coarse and, eventually, unstructured meshes, which may contain elements with high aspect ratios, an option that can be advantageously used in the simulation of the casting of concrete structural elements. The resulting solving system is sparse and well suited to adaptive refinement and parallelization. It is solved coupling a trapezoidal time integration rule with an adaptation of the Newton-Raphson method designed to preserve symmetry. The relative performance of the formulation is assessed using a set of testing problems supported by experimental data and results obtained with conventional (conform) finite elements. Copyright (c) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:364 / 390
页数:27
相关论文
共 41 条
[1]   A practical procedure for the analysis of moisture transfer within concrete due to drying [J].
Akita, H ;
Fujiwara, T ;
Ozaka, Y .
MAGAZINE OF CONCRETE RESEARCH, 1997, 49 (179) :129-137
[2]  
[Anonymous], 1992, 1971 EN CEN
[3]  
[Anonymous], 2009, Ph.D. Thesis
[4]   Temperatures and stresses due to cement hydration on the R/C foundation of a wind tower - A case study [J].
Azenha, Miguel ;
Faria, Rui .
ENGINEERING STRUCTURES, 2008, 30 (09) :2392-2400
[5]  
Bazant Z., 1972, Material and Structures, V5, P3, DOI DOI 10.1007/BF02479073
[6]  
Bazant Z.P., 1971, Cement and Concrete Research, V1, P461, DOI [10.1016/0008-8846(71)90054-8, DOI 10.1016/0008-8846(71)90054-8]
[7]  
BAZANT ZP, 1989, J ENG MECH, V115, P1691
[8]   Prediction of adiabatic temperature rise in conventional and high-performance concretes using a 3-D microstructural model [J].
Bentz, DP ;
Waller, V ;
de Larrard, F .
CEMENT AND CONCRETE RESEARCH, 1998, 28 (02) :285-297
[9]  
BRANCO FA, 1992, ACI MATER J, V89, P139
[10]   Thermo-chemo-mechanical model for concrete. I: Hydration and aging [J].
Cervera, M ;
Oliver, J ;
Prato, T .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1999, 125 (09) :1018-1027