Mechanical, Thermal and Hygric Properties of Buildings by Eva Vejmelkova, Jan Zatloukal, Pavel Reiterman

By Eva Vejmelkova, Jan Zatloukal, Pavel Reiterman

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Kruis, T. Koudelka, T. Krejčí, Efficient computer implementation of coupled hydro-thermomechanical analysis, Mathematics and Computers in Simulation 80 (2010) 1578-1588. [8] H. M. Künzel, Simultaneous Heat and Moisture Transport in Building Components, Ph. D. Thesis, IRB Verlag, Stuttgart, 1995. [9] CSN 73 0540-2 Thermal Protection of Buildings – Part 2: Requirements, Czech Office for Standards, Metrology and Testing, Prague, 2011. [10] V. Kočí, J. Maděra, R. Černý, Computational modeling of coupled heat, moisture and salt transport in a typical building envelope, In: Thermophysics 2011, Brno: University of Technology, 2011, 107-116.

2] C. Stanislao, C. Rispoli, G. Vola, P. Cappelletti, V. Morra, M. De Gennaro, Contribution to the knowledge of ancient Roman seawater concretes: Phlegrean pozzolan adopted in the construction of the harbour at Soli-Pompeiopolis (Mersin, Turkey), Periodico di Mineralogia 80 (2011) 471-488. [3] B. Ahmadi, M. Sherkarchi, Use of natural zeolite as a supplementary cementitious material. Cem. Concr. Compos. 32 (2010) 134-141. [4] M. Pavlíková, Z. Pavlík, M. Keppert, R. Černý, Salt transport and storage parameters if renovation plasters and their possible effects on restored building’s walls, Const.

The measurement was done on the samples having dimensions of 50 x 50 x 50 mm. [4]. The measurement of compressive strength was done by the hydraulic testing device VEB WPM Leipzig having a stiff loading frame with the capacity of 3000 kN. The tests were performed according to ČSN EN 12390-3 after 28 of standard curing. The sample dimension was 150 x 150 x 150 mm. The water sorptivity S [m/s1/2] and apparent moisture diffusivity κ [m2/s] were measured using a water sorptivity experiment [5]. The measurement was done on the samples with the dimensions of 50 x 50 x 20 mm.

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