MATEC Web Conf.
Volume 196, 2018XXVII R-S-P Seminar, Theoretical Foundation of Civil Engineering (27RSP) (TFoCE 2018)
|Number of page(s)||7|
|Published online||03 September 2018|
The longitudinal-transverse bending of reinforced concrete rods
Khristianovich Institute of Theoretical and Applied Mechanics Siberian Branch of the Russian Academy of Sciences, Physics of Fast Processes Laboratory,
630090 Institutskaya str., 4/1,
2 I. Ulianov Chuvash State University, Faculty of Information and Computer Systems, 428015 Moskovskiy pr., 14, Cheboksary, Russia
Corresponding author : firstname.lastname@example.org
The longitudinal transverse bending of multilayer rods made of reinforced concrete of arbitrary cross-section is considered. It is assumed that the coefficients in the connection equation between stresses, strains and temperature are different in each layer. The achievement of maximum deformation of the permissible limit value at stretching or compression is accepted as the criterion of conditional limit state in the i-layer. The case of longitudinal-transverse bending of a hinged rod is considered as an example of this method of solution. The distribution of bending moments and longitudinal forces, displacements and deformations is determined.
© The Authors, published by EDP Sciences, 2018
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