Numerical modelling of hydraulically bonded mixture with rubber admixture due to applied mechanical loadings
Article Sidebar
Open full text
Issue Vol. 16 No. 3 (2017)
-
Experimental modal analysis in research
Mariusz Żółtowski, Krzysztof Napieraj005-012
-
The evaluation of dynamic of designed truss railway bridge in the light of Eurocodes standards
Radosław Oleszek, Mirosław Wyrzykowski, Krzysztof Grej, Jerzy Bąk013-024
-
Evaluation of degradation of bricks using FRF
Mariusz Żółtowski, Krzysztof Napieraj025-036
-
Innovative buildings and structures as a means of humanization of urban space
Maksim Votinov, Olga Smirnova037-043
-
Importing the basic map to the BIM model
Andrzej Szymon Borkowski045-051
-
Mechanical properties of cement and cement-asphalt matrices with rubber powder
Jerzy Kukiełka053-063
-
Visual symbols of new identity in cities of modern Ukraine during the interwar period
Svitlana Linda, Olga Mychajłyszyn065-076
-
The impact of maintenance on wood column capacity of the XVIIIth to XIXth century of arcaded houses from the Żuławy region
Tomasz Zybała077-094
-
Numerical modelling of hydraulically bonded mixture with rubber admixture due to applied mechanical loadings
Daniel Pietras, Tomasz Sadowski095-102
-
A beam or a slab? Classification of structural members according to the theory of solid mechanics and engineering literature
Marcin Samborski, Marta Słowik103-112
-
Summary of laboratory tests of sandstone for pull-out test analysis
Jakub Gontarz, Jerzy Podgórski, Marek Kalita, Michał Siegmund113-123
-
An analysis of the impact surface roughness of concrete substrate as a factor influencing the bond strength in composite concrete elements
Dominika Franczak-Balmas125-134
-
The analysis of the settlement of the various types of geodetic benchmarks
Łukasz Borowski, Agnieszka Lal, Krzysztof Nepelski135-142
-
Lubelszczyzna rocks in the construction and architecture of the region – glaukonityte
Lucjan Gazda143-154
-
Comparison of different strength characteristics of gravel concrete with variable index w/c
Stanisław Fic, Andrzej Szewczak155-166
Archives
-
Vol. 18 No. 4
2020-04-23 8
-
Vol. 18 No. 3
2020-01-24 8
-
Vol. 18 No. 2
2019-11-20 8
-
Vol. 18 No. 1
2019-09-30 8
-
Vol. 17 No. 4
2019-10-10 16
-
Vol. 17 No. 3
2019-10-10 15
-
Vol. 17 No. 2
2019-10-10 16
-
Vol. 17 No. 1
2019-10-10 21
-
Vol. 16 No. 4
2019-10-14 14
-
Vol. 16 No. 3
2019-10-14 15
-
Vol. 16 No. 2
2019-10-14 12
-
Vol. 16 No. 1
2019-10-15 20
-
Vol. 15 No. 4
2019-10-17 19
-
Vol. 15 No. 3
2019-10-15 13
-
Vol. 15 No. 2
2019-10-16 14
-
Vol. 15 No. 1
2019-10-09 28
-
Vol. 14 No. 4
2020-04-07 19
-
Vol. 14 No. 3
2020-04-15 25
-
Vol. 14 No. 2
2020-04-20 15
-
Vol. 14 No. 1
2020-04-25 14
Main Article Content
DOI
Authors
Abstract
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.
Keywords:
References
[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.
Article Details
Abstract views: 293
License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.
Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.
