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Internet-Vestnik VolgGASU
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Kulikov, Vladimir Grigorevich
articles: 2

Khammadi Alshakhi Tarik Abdulla Ali
articles: 2

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Issue: 6(18), 2011. Series: Civil Engineering Informatics

USE OF RANDOM FUNCTIONS TO STRUCTURAL ANALYSIS SUPERPOSED VARIEGATED BASIS FOR MODELING OF ACTION

UDK: 658.512

Kulikov V. G., Khammadi Alshakhi Tarik Abdulla Ali

Calculation of nonlinear elastic foundation under an inhomogeneous beam slab is a type of contact problems of nonlinear elasticity theory. The variation-difference approach (GRP) (modification of the variation method — in a nonlinear formulation and the method of finite differences) is used. The proposed approach is allowed to fully describe the stress-strain state (SSS) nonlinear elastic foundation, to investigate the contact zone of slab — base, to calculate the base precipitation and internal forces in the beam plate.

Other articles in section

UDK: 621.643.001:536.2
Kuznetsov G. V., Polovnikov V. Y.
NUMERICAL ANALYSIS OF THERMAL LOSS OF HEAT PIPELINES TAKING INTO ACCOUNT CONVECTIVE MOVEMENT OF AIR IN CAVITY OF CHANNEL AND THERMAL RADIATION
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UDK: 621.1.016
Parfenteva N. A., Samarin O. D.
USING OF COMPARISON THEOREM FOR APPROXIMATE ESTIMATION OF TEMPERATURE AND CONCENTRATION VALUE DURING NON-LINEAR TRANSFER PROCESSES
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UDK: 621.1.016
Parfenteva N. A., Bobkova I. G.
ABOUT PROBLEMS WITH PHASES TRANSITIONS
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UDK: 621.1.016
Parfenteva N. A., Samarin O. D., Bobkova I. G.
ABOUT METHODS OF CALCULATION OF ROTARY HEAT RECLAIM UNITS
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UDK: 658.512
Kulikov V. G., Khammadi Alshakhi Tarik Abdulla Ali
APPLICATION METHODOLOGY OF QUADRATE SLABS CALCULATION TO STATIC VARIEGATED BASIS FOR ENGINEERING AUTOMATED SYSTEMS
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