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(a) Diagrams illustrating how columnar grains develop during the LPBF, contributing to microstructural anisotropy; (b) Stress-strain curves ... The ultimate tensile strength reached 906.1 MPa ...

The main causes include columnar grain structures, porosity, and residual stress ... the metal's strength and flexibility became nearly identical in all directions. The ultimate tensile strength ...

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In the Tokyo Techno-Station building, the application of UHPC with a cube compressive strength of 160 MPa ... effect on the compressive stress-strain skeleton curve of concrete is considered. The ...

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Despite these differences, all uniaxial stress-strain curves ... undergoes a tensile-shear mixed failure. Deformation upon sandstone failure is notably larger than in limestone, marked by evident ...