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An experimental method is known as the concrete core-drilling technique for the determination of in-situ stresses in reinforced/prestressed concrete structures under uniaxial stress condition is developed. The concrete the core-drilling technique is formulated by a special arrangement of four electrical resistance strain gages suitably placed around the indented core and connected through a Wheatstone bridge circuit in a full-bridge configuration to magnify the strain response. A numerical analysis was carried out to evaluate the efficacy of the method.
In practical applications of the tactic , the drilled hole depth is little compared to the thickness of the test specimen/structure. This problem is complex since no closed-form solution is available from the theory of
elasticity for direct calculation of the prevailing stresses from the measured strains. However, the simpler case of a hole drilled completely through a plate in which the stress is uniformly distributed through the plate thickness can be used with acceptable approximation.
This stress state is similar to that of the applied stress state. It is also noted here that the released radial stress along the x-axis and tangential stress along the y-axis are of opposite polarity. This behavior forms the basis for the development of concrete core drilling techniques. The development of the concrete core drilling technique is explained in the following para.
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The concrete core-drilling technique was developed by considering the practical aspects of the strain gage instrumentation using a special arrangement of electrical resistance strain gages suitably placed around the core for assessment of in-situ stress. The configuration and the gage length used in the core drilling technique are shown.
RCC CUTTING MACHINE WITH 20” BLADE
|Model||GX 390 ENGINE HONDA PETROL / 11.7 HP|
RCC CUTTING MACHINE WITH VST SHAKTI ENGINE 13HP DIESEL
|Model||VST SHAKTI ENGINE 13HP||Cutting Blade||24”|
|Machine Specification||13HP Vst Shakti Engine|
|Max Depth||8”||Weight||225 KGS|