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Test results showed that concrete strength obtained from different mix proportions resulted in different S ur.
The column strength obtained from the parametric study is exposed in Table 4.
The design shear strength obtained from the design code (KHBD 2005; AASHTO 2007) is conservative for the design example.
A close correlation was observed between the peak strength obtained from experimental and analytical values.
The values of shear strength obtained from these tests are successfully compared with observations of the interfaces and fracture surfaces.
Fig. 2 Temporal evolution of the EEJ ground strength obtained from 00 00 UT (LT + 3) on October 28 to 24:00 UT on October 31, 2003.
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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.
Table 6 compares the bond strengths obtained from beam tests with those derived from Codes and other existing equations.
The design shear strengths obtained from the design code KRBDC (MCT 2005) are conservative for the column specimen.
The test strengths obtained from the transient state tests are similar to those obtained from the steady state tests.
This is because nonmetallic inclusions have crucial influences on strengths obtained from conventional fatigue tests on materials containing nonmetallic inclusions.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com