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pp. 12717-12723 | Article Number: ijese.2016.944
Published Online: December 28, 2016
Abstract
Constructions and concrete are the most durable in practice of building construction. Each such facility allows you to fully determine how much durable it will be. In this article concrete is defined as invariant material for permanent structures. We investigate degree of shrinkage and reaction of concrete against various influences, and also we investigate durability in reference to building operation. It was performed a brief review of investigations of problem of relaxation of compression stresses in different types of concrete. It was established that in response to the carbonation relaxation ability of fine-grained concrete increases. The stress relaxation in the fine-grained cellular concrete of autoclave and non-autoclave curing was investigated. It was concluded that carbonation of fine-grained concrete affects speed of the process of the stress relaxation. It was analyzed various types of concrete, including certain fractions. It was investigated forms of carbonation of not only concrete, but it’s also given recommendations for investigation in other materials. There was provided a view of technological type of system of stabilization, establishment and, if it’s necessary, regeneration of concrete base. Further line of investigation is defined on the basis of investigation of process of relaxation of fine-grained concrete. Investigations of construction industry of western engineering thoughts were trended.
Keywords: Relaxation; compression stress; autoclave; fine-grained concrete; cellular concrete; carbonation of concrete; durability; operation.
References
Aizenberg, Y.M., Mazhyev, K.N., Batdalov, М.М. (2009). Materials and constructions to improve seismic strength of buildings and structures. Мoskow: Comtech-Print.
Alexandrovskiy, S.V. (1979). Application of a theory. Wroclav: Wydawnictwo. Politechniki Wroclawskiei.
Awwad, T., Donia, M. (2016). The efficiency of using a seismic base isolation system for a 2D concrete frame founded upon improved soft soil with rigid inclusions. Earthquake Engineering and Engineering Vibration, 15(1), 49-60. doi:10.1007/s11803-016-0304-6
Bazhenov, Y.M., Mazhyev, K.N. (2011). Fine-grained concretes of technogenic raw materials for renovation of damaged buildings and structures. Groznyi: GSOU.
Bazhenov, Y.M., Murtazayev, S-A.Y. (2006) Resource- and energy-saving technologies and materials for renovation and restauration of buildings and structures. Мoskow: Comtech-Print.
Batayev, D.K.S., Betilgiriev, М.А. (2012). Improvement of efficiency of a regional economy using new industrial materials and technologies. Questions of economy and production, 46, 80-84.
Erzar, B., Pontiroli, C., Buzaud, E. (2016). Shock characterization of an ultra-high strength concrete. The European Physical Journal Special Topics, 225(2), 355-361. doi:10.1140/epjst/e2016-02637-4
Farshbaf Aghajani, H., Salehzadeh, H., Rezvani, R. (2016). Energy Equilibrium During Crushing of Sandy Soils Under Isotropic Compression. Arabian Journal for Science and Engineering, 41(4), 1531-1542. doi:10.1007/s13369-016-2063-0
Feng, J., Li, W. B., Pan, G. W., Wang, X. M. (2016). Cavitation analysis of spherical shock wave evolution in concrete medium. Acta Mechanica, 9, 1-14. doi:10.1007/s00707-016-1698-y
Garrabos, Y., Lecoutre, C., Marre, S., LeNeindre, B. (2016). Critical Crossover Functions for Simple Fluids: Non-Analytical Scaling Determination of the Ising-Like Crossover Parameter. Journal of Statistical Physics, 164(3), 575-615. doi:10.1007/s10955-016-1554-4
Ghazavi Baghini, E. (2016). Numerical modeling of flow due to consolidation of mine waste tailings. Arabian Journal of Geosciences, 9(5), 399-401 doi:10.1007/s12517-016-2411-0
Kumar, S., Mukhopadhyay, T., Waseem, S. A., Singh, B., Iqbal, M. A. (2016). Effect of Platen Restraint on Stress–Strain Behavior of Concrete Under Uniaxial Compression: a Comparative Study. Strength of Materials, 48(4), 592-602. doi:10.1007/s11223-016-9802-z
Lei, H., Wang, X., Chen, L., Huang, M., Han, J. (2016). Compression characteristics of ultra-soft clays subjected to simulated staged preloading. KSCE Journal of Civil Engineering, 20(2), 718-728. doi:10.1007/s12205-015-0343-y
Lin, W.-S., Liu, C.-W., Li, M.-H. (2016). Influences of specific ions in groundwater on concrete degradation in subsurface engineered barrier system. SpringerPlus, 5(1), 745-748.
Lombardi, O., Fortin, S., López, C. (2016). Deflating the deflationary view of information. European Journal for Philosophy of Science, 6(2), 209-230. doi:10.1007/s13194-015-0128-7
Murtazaev, S.-A.Y., Lesovik, V.S., Bataiev, D.K.-S., Chernysheva, N.V., Saidumov, M.S. (2015a). Fine-grainedcellular concrete creep analysis technique with consideration forcarbonation. Modern Applied Science, 9(4), 233-245.
Murtazaev, S.-A.Y., Mintsaev, M.S., Saydumov, M.S., Aliev, S.A. (2015b). Strength and strain properties of concrete, comprising filler, produced by screening of waste crushed concrete. Modern Applied Science, 9(4), 32-44.
Pesavento, F., Schrefler, B. A., Sciumè, G. (2016). Multiphase Flow in Deforming Porous Media: A Review. Archives of Computational Methods in Engineering, 5, 1-26. doi:10.1007/s11831-016-9171-6
Seo, C. H., Kim, S. H. (2016). Development of a method to test the pressurized absorption characteristics of lightweight aggregate. Materials and Structures, 50(1), 24-29.
Skatynskiy, V.I. (1964). Investigation of creep and relaxation of stresses in silicate concrete under compression. Creep of building materials and constructions, 3, 56-62.
Skatynskiy, V.I., Zelenkov, А.А., Krumelis, Y.V. (1974). Automated installation for investigation of stress relaxation in concrete. Materials of the Second All-Union Conference: Problems of creep and shrinkage of concrete. Yerevan.
Ulitskiy, I.I. (1967). Theory and calculation of reinforced concrete frame constructions, taking into account long-term processes. Kyiv: Builder.
Zheng, L., Pu, C., Xu, J., Liu, J., Zhao, X. (2016). Modified model of porosity variation in seepage fluid-saturated porous media under elastic wave. Journal of Petroleum Exploration and Production Technology, 6(4), 569-575. doi:10.1007/s13202-015-0217-3
Zingg, L., Malecot, Y., Briffaut, M., Baroth, J., Pla, S. (2016). A Radial Strain Sensor for the Characterization of Concrete Under Triaxial Loading. Experimental Mechanics, 56(5), 703-711. doi:10.1007/s11340-015-0109-y