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Numerical modelling of hydraulically bonded mixture with rubber admixture due to applied mechanical loadings
Daniel Pietras
d.pietras@pollub.plKatedra Mechaniki Ciała Stałego; Wydział Budownictwa i Architektury; Politechnika Lubelska; (Polska)
https://orcid.org/0000-0002-4877-9135
Tomasz Sadowski
Katedra Mechaniki Ciała Stałego; Wydział Budownictwa i Architektury; Politechnika Lubelska; (Polska)
http://orcid.org/0000-0001-9212-8340
Abstrakt
In this paper the application of the Extended Finite Element Method (XFEM) to anticipate change of the behaviour of composite with complex internal structure after use of the admixtures was presented. The response to mechanical loadings of bent beams made of hydraulically bonded mixture with rubber admixture was considered. The impact of the rubber granulate on the value of fracture energy was analysed. Moreover, the influence of an interfacial transmission zone quality on the achieved effect was assessed. Calculations were conducted by means of the muli-scale numerical model which was built in ABAQUS finite element method environment. The results derived indicate beneficial effect of rubber granulate on fracture energy of hydraulically bonded mixture.
Słowa kluczowe:
Virtual test, XFEM, FEM, multi-scale modellingBibliografia
[1] Benazzouk A., Mezreb K., Doyen G. , Goullieux A., Quéneudec M. Effect of rubber aggregates on the physico-mechanical behaviour of cement-rubber composites of the alveolar texture of rubber aggregates. Cement &Concrete Composites 25 (2003) 711-720.
[2] Emiroglu M., Kelestemur M.H., Yildiz S. An investigation on itz microstructure of the concrete containing waste vehicle tire. Proc of 8th International Fracture Conference 7-8 November (2007) Istambul Turkey 453-459.
[3] Cairns R., Knew H. Y., Kenny M. J. The use of recycled rubber tyres in concrete construction. Sustainable Waste Management and Recycling. Thomas Telford Ltd, London (2004) 135-142.
[4] Zhu X., Miao C., Liu J., Hong J. Influence of crumb rubber on frost resistance of concrete and effect mechanism. Procedia Engineering 27 (2012) 206-213.
[5] Seemann R., Krause D., Numerical Modeling of Nomex Honeycomb Sandwich Cores at Meso-Scale Level. Composite Structures 159 (2016) 702-718.
[6] Skarżyński Ł., Tejchman J., Calculations of fracture process zones on meso-scale in nothed concrete beams subjected to three point bending beams. European Journal of Mechanics A/Soils 29 (2010) 746-760.
[7] Hangai Y., Takahashi K., Yamaguchia R., Utsunomiya T., Kitahara S., Kuwazuru O., Yoshikawa N. Nondestructive observation of pore structure deformation behavior of functionally graded aluminum foam by X-ray computed tomography. Materials Science and Engineering: A 556 30 (2012) 678–684.
[8] Liao K.Y., Chang P. K., Peng Y.N., Yang C.C. A Study on characteristics of interfacial transition zone in concrete. Cement and Concrete Research 34 (2004) 997-989.
[9] Ye G., Percolation of capillary pores in hardening cement pastes. Cement and Concrete Research 35 (2005) 167– 176.
[10] Tang T., Johnson D., Smith R. E., Felicelli S. D. Numerical evaluation of the temperature field of steady-state rolling tires. Applied Mathematical Modelling 38 (2014) 1622–1637.
[11] He L., Ma Y., Liu Q., Mu Y. Surface modification of crumb rubber and its influence on the mechanical properties of rubber-cement concrete. Construction and Building Materials 120 (2016) 403–407.
[12] Buyukozturk O. Interface fracture and crack propagation in concrete composites. C. Huet (Ed.), Micromechanics of Concrete and Cementitious Composites, Presses Polytechniques et Universitaires Romandes, Lausanne (1993) 203-212.
[13] RILEM Draft Recommendations TC-89-FMT Determination of fracture parameters KIc and CTODc of plan concrete using three point bending test Fracture Mechanics of Concrete Test Methods. Materials and Structures 23 (1990) 457-460.
[14] Sadowski T., Pietras D. Description of degradation process of rubberized lean concrete. Solid State Phenomena 216 (2014) pp 67-72.
[2] Emiroglu M., Kelestemur M.H., Yildiz S. An investigation on itz microstructure of the concrete containing waste vehicle tire. Proc of 8th International Fracture Conference 7-8 November (2007) Istambul Turkey 453-459.
[3] Cairns R., Knew H. Y., Kenny M. J. The use of recycled rubber tyres in concrete construction. Sustainable Waste Management and Recycling. Thomas Telford Ltd, London (2004) 135-142.
[4] Zhu X., Miao C., Liu J., Hong J. Influence of crumb rubber on frost resistance of concrete and effect mechanism. Procedia Engineering 27 (2012) 206-213.
[5] Seemann R., Krause D., Numerical Modeling of Nomex Honeycomb Sandwich Cores at Meso-Scale Level. Composite Structures 159 (2016) 702-718.
[6] Skarżyński Ł., Tejchman J., Calculations of fracture process zones on meso-scale in nothed concrete beams subjected to three point bending beams. European Journal of Mechanics A/Soils 29 (2010) 746-760.
[7] Hangai Y., Takahashi K., Yamaguchia R., Utsunomiya T., Kitahara S., Kuwazuru O., Yoshikawa N. Nondestructive observation of pore structure deformation behavior of functionally graded aluminum foam by X-ray computed tomography. Materials Science and Engineering: A 556 30 (2012) 678–684.
[8] Liao K.Y., Chang P. K., Peng Y.N., Yang C.C. A Study on characteristics of interfacial transition zone in concrete. Cement and Concrete Research 34 (2004) 997-989.
[9] Ye G., Percolation of capillary pores in hardening cement pastes. Cement and Concrete Research 35 (2005) 167– 176.
[10] Tang T., Johnson D., Smith R. E., Felicelli S. D. Numerical evaluation of the temperature field of steady-state rolling tires. Applied Mathematical Modelling 38 (2014) 1622–1637.
[11] He L., Ma Y., Liu Q., Mu Y. Surface modification of crumb rubber and its influence on the mechanical properties of rubber-cement concrete. Construction and Building Materials 120 (2016) 403–407.
[12] Buyukozturk O. Interface fracture and crack propagation in concrete composites. C. Huet (Ed.), Micromechanics of Concrete and Cementitious Composites, Presses Polytechniques et Universitaires Romandes, Lausanne (1993) 203-212.
[13] RILEM Draft Recommendations TC-89-FMT Determination of fracture parameters KIc and CTODc of plan concrete using three point bending test Fracture Mechanics of Concrete Test Methods. Materials and Structures 23 (1990) 457-460.
[14] Sadowski T., Pietras D. Description of degradation process of rubberized lean concrete. Solid State Phenomena 216 (2014) pp 67-72.
Pietras, D. i Sadowski, T. (2017) „Numerical modelling of hydraulically bonded mixture with rubber admixture due to applied mechanical loadings”, Budownictwo i Architektura, 16(3), s. 095–102. doi: 10.24358/Bud-Arch_17_163_09.
Autorzy
Daniel Pietrasd.pietras@pollub.pl
Katedra Mechaniki Ciała Stałego; Wydział Budownictwa i Architektury; Politechnika Lubelska; Polska
https://orcid.org/0000-0002-4877-9135
Autorzy
Tomasz SadowskiKatedra Mechaniki Ciała Stałego; Wydział Budownictwa i Architektury; Politechnika Lubelska; Polska
http://orcid.org/0000-0001-9212-8340
Statystyki
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