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NDT methods applicable to concrete bridges are reviewed.
Based on the current research results, this approach was confirmed to be applicable to concrete strength up to 117 MPa.
Therefore, the relative permittivity of normal concrete is generally assumed to be proper values between 5 and 10 (ASTM D 6432 2011), however, this may not be always applicable to concrete under different conditions.
The results indicate that this assumption is not applicable to concrete under cyclic loading; a gap was found between the envelop curves of the two types of confined concrete.
Similar(56)
Control principles are always expressed in mathematical form and are potentially applicable to any concrete situation.
Westergaard's analysis is more applicable to a concrete slab and BISAR is more suitable for grouted macadam surfacing.
While either prediction was still applicable to RCA concrete beams, the cracking moment predicted from splitting tensile strength was closer to the observed cracking moment, within 20%% of predicted for all but one test (Fathifazl et al. 2009).
The test results show that the existing framework for stress strain modeling of ordinary steel spiral confined concrete columns is generally applicable to HSW confined concrete columns.
This approach is applicable to any reinforced concrete member and the results have direct application for practicing engineers.
It was demonstrated that lubricating layer has vital influence on concrete pumping and that single phase numerical models, not considering the lubricating layer are only applicable to some specific concrete compositions.
According to AIJ (2010), these equations are applicable to high-strength concrete with a compressive strength of 60 100 MPa.
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