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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 rein￾forced 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. Agapov
PMM FSBEE HE «Moscow state construction University»
Russian Federation

doctor of technical Sciences, Professor of the Department

26 Yaroslavskoye shosse, 129337, Moscow



K. R. Aidemirov
the FSBEE HE «Dagestan state technical University»
Russian Federation

candidate of technical Sciences, associate Professor STSM

70 I. Shamil Ave, 367015, Makhachkala



References

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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

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ISSN 2073-6185 (Print)
ISSN 2542-095X (Online)