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In order to assess the sectional strength, the cross-section analysis technique described in the companion paper is utilized in this paper for analysis of steel reinforced concrete (RC) and steel-concrete composite (SCC) sections.
Cell thickness was measured by cross-section analysis of the RBC images.
Hence, this cross-section analysis provides the simple but unique algorithm for the design approach.
Strength interaction diagrams are common tools for reinforced concrete (RC) cross-section analysis and design.
A cross-section analysis is performed to compute the structural properties of the blade.
A model for fiber fracture is proposed based on fiber cross-section analysis.
Such methods are complementary with traditional geometrically-based cross-section analysis tools, as they enable mechanical validation of geometric interpretations.
The vertical cross-section analysis justifies the characteristics of air voids in the conventional analysis of horizontal cross section.
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The beam sectional properties are evaluated using a finite element based cross section analysis tool which is able to account for effects stemming from material anisotropy and inhomogeneity in sections of arbitrary geometry.
Bending, tensile strength tests, and cross section analysis were conducted on the composite samples.
Microstructural analyses consisted of Scanning Electron Microscopy (SEM), X-ray diffraction (XRD) and focused ion beam (FIB) cross section analysis.
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