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Figures 7 and 8 plot the peel strengths obtained from the FRPT against the peel strengths obtained from the CPT, at room temperature and at high temperature, respectively.
The column strengths obtained from these investigations were compared with the design strengths obtained using various international standards for cold-formed steel structures.
The regulatory strengths obtained by this method can also be used to compute local regulatory strengths.
The design shear strengths obtained from the design code KRBDC (MCT 2005) are conservative for the column specimen.
Table 6 compares the bond strengths obtained from beam tests with those derived from Codes and other existing equations.
The test results were compared with the design strengths obtained using the CIDECT Guide and Eurocode for carbon steel structures.
The web crippling test strengths were compared with the design strengths obtained using the four design procedures.
The test strengths are compared with the design strengths obtained using the IIW Recommendations and Eurocode 3, Part 1.8.
This is because nonmetallic inclusions have crucial influences on strengths obtained from conventional fatigue tests on materials containing nonmetallic inclusions.
The test strengths obtained from the transient state tests are similar to those obtained from the steady state tests.
The validity of the model is assessed by comparing the bond strengths obtained from numerical analyses against the experimental results.
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