The phrase "axis cross section" is correct and usable in written English.
It can be used in contexts related to geometry, engineering, or any field that involves analyzing shapes or structures from a specific viewpoint.
Example: "To better understand the internal structure of the object, we need to examine the axis cross section."
Alternatives: "axial cross section" or "cross section along the axis".
Seven days after femoral artery ligation, micro-CT angiographies were performed as described before with modifications [21], After perfusion with the contrast medium, the ischemic zone of limbs was reconstructed from Z-axis cross section slices.
Figure 6 e) is an example of flattened slow-axis cross section from Fig. 6(c), where it can be seen that all motion drifts were successfully removed, resulting in a high performance cross sectional image which is similar to the fast-scan B-frame image (Fig. 6(b)).
Moment of inertia of longitudinal reinforcing steel bars taken about centroidal axis of member cross section.
The equipotential surfaces of the electric potential (grey lines) above a surface that is rotationally symmetric about the ( x=0 ) axis, with a cross section in the ( xhbox z ) plane shown.
Two different assumptions were considered for the interaction model implementation: (i) zero transverse normal stress perpendicular to the beam axis in any cross section, and (ii) a prescribed transverse normal strain profile along the beam based on the model calibrated for cantilever members.
The optical characteristics of monocrystalline crystals in C show that the crystals are elongate along the c-axis because the interference color of calcite is determined by the angle between the c-axis and the cross section.
By employing a no-tension material model with linear behaviour in compression, new analytical, closed-form expressions for deformed shape of the structure, location of the neutral axis in a generic cross section and axial displacement are provided.
For computing the effective flexural stiffness (EI) of tied slender reinforced concrete columns for short-term loads (β d = 0), the ACI Code permits the use of Eq. (4): E I = 0.2 E c I g + E s I r s (4 where I rs = moment of inertia of the longitudinal reinforcing bars taken about the centroidal axis of the column cross section.
The longitudinal direction of the TPM is set as x-axis, outer normal direction of cross section is set as y-axis and vertical downward direction is set as z-axis which is selected as force hammer stimulating direction.
This was achieved by selecting a random number (1st RN) from 0 to 180°, which defined the angle of the prosthesis line to the x-axis for the first cross section.
Selected μCT 3D projection images obtained from Calc2 that were rotated around the x-axis parallel to the cross section that was mapped first with FTIR-RM, are presented in Figure 1g.
