Methodology of field testing on dynamic and statistical effects of prefabricated large-sized panels

Research relevance: study of full-scale tests methodology for dynamic and static effects for prefabricated large-sized panels of partitions and frame fillings made of polystyrene concrete is necessary to determine their actual values of breaking loads on strength, rigidity and other important characteristics. Research objectives: to determine the actual values of breaking loads in terms of strength, including the first group of limit states, and the actual values of deflections and crack opening widths during tests for stiffness and crack resistance, including the second group of limit states. Research methods and materials: selected samples of prefabricated, large-sized panels of partitions and frame fillings made of polystyrene concrete with a thickness of δ=100 mm for carrying out full-scale static and dynamic tests were selected according to the terms of reference. Research results: this method of full-scale tests revealed the necessary results of tests for dynamic and statistical effects. Conclusions: possibility of using proposed attachment points for panels to load-bearing structures for the construction of multi-storey frame-monolithic buildings and structures has been determined.