Abstract
Paper represents an architectural and construction system for the erection of civil and residential buildings of monolithic reinforced concrete with a given internal and simple external geometry named “MONOFANT”. All structural elements of the frame building of the “MONOFANT” system (foundation, columns, rigid elements, floors and coverings) are made of monolithic reinforced concrete with hollow sections due to the installation inside of them inserts - void formers from organic and inorganic insulating materials. Main advantage of this system is creation of structures with the given stress-strain state. It is possible to design structures with maximum resistance on the fixed material consumption or systems with the lowest material consumption on the fixed resistance. One of the most interesting and yet unsolved questions while designing elements of this system is the cutting of the organic inserts which provides minimum waste of material. In this connection we considered traditional “MONOFANT” slab of civil building and fulfilled the analysis of the features of stress-strain state together with solving the optimal cutting task. Procedure and main results are presented in this paper.
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Shmukler, V., Petrova, O., Nikulin, V. (2020). Highly Combinatorial Reinforced Concrete Slab System. In: Blikharskyy, Z., Koszelnik, P., Mesaros, P. (eds) Proceedings of CEE 2019. CEE 2019. Lecture Notes in Civil Engineering , vol 47. Springer, Cham. https://doi.org/10.1007/978-3-030-27011-7_52
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DOI: https://doi.org/10.1007/978-3-030-27011-7_52
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