CALCULATION OF PRESTRESSED REINFORCED CONCRETE FARMS BY FINITE ELEMENT METHOD TAKING INTO ACCOUNT PHYSICAL NONLINEARITY
https://doi.org/10.21822/2073-6185-2016-41-2-112-117
Abstract
Abstract. Considered is the method of calculation of prestressed reinforced concrete farms taking into account physical nonlinearity. Prestress is modeled due to the thermal effect on the core crab. Rating formulae, allowing to define the temperature value necessary for the achieving the given prestress level are given
The nonlinear calculation algorithm used by the authors is based on the earlier developed and implemented into the computer system PRINS method of physically nonlinear calculation of reinforced farms without prestress of the armature. As an example is considered the calculation of prestressed farm on two supports with polygonal contour of the top belt. Load is applied in the form of concentrated forces in the top belt units. For all cores is accepted the same cross section area and the same ratio of reinforcement. Thermal loading was carried out for one step and load was applied in parts equal the one tenth of the nominal value. Calculation results are analyzed and presented.
About the Authors
V. P. AgapovRussian Federation
doctor of technical Sciences, Professor of the Department
26 Yaroslavskoye shosse, 129337, Moscow
K. R. Aidemirov
Russian Federation
candidate of technical Sciences, associate Professor STSM
70 I. Shamil Ave, 367015, Makhachkala
References
1. Agapov V. P., Aidemirov K. R. reinforced concrete design of trusses by finite element method taking into account the physical nonlinearity. Scientific obozrenie, 2016. – CH. 1, No. 2, pp. 31-34. – CH. 2, No. 3, pp. 22-27.
2. Baykov V. N., Sigalov, E. E. Reinforced Concrete structures. General course. M.: Stroyizdat. - 1991, 728 p.
3. Reinforced concrete structures. Fundamentals of theory, calculation and designing of education. Edition Petzold T. M. and Tura V. V. publishing house of BSTU. - 2003, 379 p.
4. Concrete and reinforced concrete structures of heavy and light concrete without prestressing. - SP 52-101-2003.- M., 2005, 53 p.
5. SP 63.13330.2012 concrete and reinforced Concrete structures. The main provisions. The updated edition of SNiP 52-01-2003 - M.: the Ministry of regional development, 2012.
6. Comitee Euro-International De Beton] .Ceb-Fip_Model Cod, 1990. Thomas Telford House, London, 1993.
7. Agapov V. P. finite element Method in statics, dynamics and sustainabilityresistance structures. - Publishing house of the DIA, M., 2005. - 247 p.
Review
For citations:
Agapov V.P., Aidemirov K.R. CALCULATION OF PRESTRESSED REINFORCED CONCRETE FARMS BY FINITE ELEMENT METHOD TAKING INTO ACCOUNT PHYSICAL NONLINEARITY. Herald of Dagestan State Technical University. Technical Sciences. 2016;41(2):112-117. (In Russ.) https://doi.org/10.21822/2073-6185-2016-41-2-112-117