STRAIN ANALYSIS OF CONCRETECOLUMNS BY THE METHOD OF DEEP TENSOMETRY
Journal: Academic Journal "Industrial Machine Building, Civil Engineering" (Vol.2, No. 42)Publication Date: 2014-11-26
Authors : G. Vatulia; E. Galaguria; D.Petrenko; I. Bychenok;
Page : 30-36
Keywords : modulus of elasticity; longitudinal strain; deep sensors; steel concrete structures.;
Abstract
The results of experimental researches of concrete prisms using deep sensors and strain gages series BX120-20AA-X were presented in the article. The authors obtain the data concerning the longitudinal and transverse strain behavioron the surface and inside the material at various stages of loading.
Other Latest Articles
- COMPUTER MODELLING OF STEEL-CONCRETE COMPOSITE BEAM, STRENGTHENED BY EXTERNAL STEEL REINFORCEMENT
- CALCULATIONS AND DESIGN FEATURES OF STEEL-FIBRO-CONCRETE STRUCTURES
- THE BLOCK SCHEMATIC DIAGRAMS FOR CALCULATIN OF CONCRETE BEAMS, REINFORCED WITH POLYMER COMPOSITE BY SERVICEABILITY LIMIT STATES
- BEARING CAPACITY OF REINFORCED CONCRETE BEAMS, REINFORCED WITH CARBON PLASTICS UNDER THE ACTION OF CYCLIC LOADS
- MATHIMATICAL MODEL ESTIMATE OF DYNAMIC PARAMETERS OF CHIMNEY FLUES
Last modified: 2016-08-01 17:10:42