Computer modeling for investigating the stress-strainstate of beams with hybrid reinforcement

Вестник МГСУ 1/2014
  • Rakhmonov Ahmadzhon Dzhamoliddinovich - Volga State University of Technology (PGTU) postgraduate student, Department of Building Structures and Footings, Volga State University of Technology (PGTU), 3 Lenin sq., Yoshkar-Ola, 424000, Republic of Mari El, Russian Federation; Этот e-mail адрес защищен от спам-ботов, для его просмотра у Вас должен быть включен Javascript .
  • Solovʹov Nikolai Pavlovich - Volga State University of Technology (PGTU) Candidate of Technical Sciences, Senior Lecturer, De- partment of Building Structures and Footings, Volga State University of Technology (PGTU), 3 Lenin sq., Yoshkar-Ola, 424000, Republic of Mari El, Russian Federation; Этот e-mail адрес защищен от спам-ботов, для его просмотра у Вас должен быть включен Javascript .
  • Pozdeev Viktor Mikhailovich - Volga State University of Technology (PGTU) Candidate of Technical Sciences, Chair, Department of Building Structures and Footings, Volga State University of Technology (PGTU), 3 Lenin sq., Yoshkar-Ola, 424000, Republic of Mari El, Russian Federation; Этот e-mail адрес защищен от спам-ботов, для его просмотра у Вас должен быть включен Javascript .

Страницы 187-195

In this article the operation of a continuous double-span beam with hybrid reinforcement, steel and composite reinforcement under the action of concentrated forces is considered. The nature of stress-strain state of structures is investigated with the help of computer modeling using a three-dimensional model. Five models of beams with different characteristics were studied. According to the results of numerical studies the data on the distribution of stresses and displacements in continuous beams was provided. The dependence of the stress-strain state on increasing the percentage of the top re- inforcement (composite) of fittings and change in the concrete class is determined and presented in the article. Currently, the interest in the use of composite reinforcement as a working reinforcement of concrete structures in Russia has increased significantly, which is reflected in the increase of the number of scientific and practical publications devoted to the study of the properties and use of composite materials in construction, as well as emerging draft documents for design of such structures. One of the proposals for basalt reinforcement application is to use it in bending elements with combined reinforcement. For theoretical justification of the proposed nature of reinforcement and improvement of the calculation method the authors conduct a study of stress-strain state of continuous beams with the use of modern computing systems. The software program LIRA is most often used compared to other programs representing strain-stress state analysis of concrete structures.

DOI: 10.22227/1997-0935.2014.1.187-195

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