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The Basic Tasks in Evaluation of Ancient Structures Sustainability and in Estimation of Enclosure Walls Bearing Capacity

Pavel Kuklik, Martin Valek, Pratik Gajjar, and Jacopo Scacco
Faculty of Civil Engineering CTU in Prague, Prague, Czech Republic
Abstract—The paper deals with the nonlinear computational modeling of the baroque enclosure masonry walls. The main tasks are input parameters for efficient advanced numerical tools and techniques, which are based on nonlinear and quasi brittle constitutive FEM modelling.  For the work was used the knowledge and results from the Broumov Group Churches survey acquired in the frame of international SAHC university cooperation.  There are presented nondestructive tests, comparing with laboratory ones. The goal of the contribution are real bearing capacity parameters of the composite enclosure walls, which leads from standard homogenization techniques.  
 
Index Terms—FEM, transversal tension, nonlinear behavior, fracture mechanics, nondestructive testing, laboratory testing

Cite: Pavel Kuklik, Martin Valek, Pratik Gajjar, and Jacopo Scacco, "The Basic Tasks in Evaluation of Ancient Structures Sustainability and in Estimation of Enclosure Walls Bearing Capacity," International Journal of Structural and Civil Engineering Research, Vol. 8, No. 3, pp. 290-293, August 2019. doi: 10.18178/ijscer.8.3.290-293
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