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Standard procedures were followed for bonding the strain gages. Before bonding the strain gages the surface of the specimen was cleaned with emery sheets. A pre-coat of two-component epoxy was applied on the surface as moisture protection. All the gages were bonded to the specimen using cynoacyralic based quick-setting cement. After bonding, the gages were protected with a layer of M-coat and wax protection. Additionally, silicon rubber coating was provided as water is used as a coolant during drilling the core.
A strain gage data logger was used to measure the strain response. All the strain gauges were connected to the strain gage data logger
individually in a quarter bridge configuration. During loading, the load and strain responses were measured in order to have the real applied strain to the specimens.
Further, the numerical analysis carried out in an
ideal condition of the stress distribution along the depth is uniform. But in the experiments, there may be slight eccentricity in the applied load and hence the stress distribution was not uniform across the depth. Concrete is a
heterogeneous material but in the numerical analysis, concrete was considered as a homogenous material. These factors may influence the difference between experimental and numerical constants.
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Laboratory studies were conducted to evaluate the reliability of this concrete core drilling technique. Calibration constants were evaluated experimentally for the used gage length, location, and configuration. The comparison was also made with constants evaluated numerically. This concrete core drilling technique can be
used to determine the in-situ stress with enhanced sensitivity in “in-service” prestressed concrete structures.
|Engine Type||Air-Cooled, Petrol Engine 4- Stroke, Single Cylinder|
|Power||4.0 Kw – 5.5 HP|
|Compaction Depth||30 cm – 12 in|
|Plate Size||34 x 29 cm – 13.4 x 11.4 in|
|Impact Force||10 Kn|