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An extensive experimental program consisting of testing 11 full scale RC beams were carried out by Vuggumudi (2013).
Mathematical modeling and simulations are included and evaluation criteria consisting of testing protocols and performance parameters are compared.
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The test procedure adopted was consistent with the guidelines given in EN 14651 2005 and consisted of testing prismatic specimens in a three-point bending configuration.
Phase 3 consists of testing and changing management.
The first step in the intervention consisted of testing job candidates.
The experimental program consisted of testing five (one-way spanning R.C. slabs) with an overhang.
Each attempted repair consists of testing ten randomly generated binary numbers.
The experimental program consisted of testing five (oneway spanning R.C. flat slabs) with overhang.
The program consisted of testing 44 steel-CFRP double-lap shear specimens.
The experimental program consisted of testing 54 concrete cube specimens prepared according to CSA S802-02 standard.
This test program consisted of testing five 2,100 mm (with a clear span of 2,000 mm) long RC T-beams.
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