The primary purpose of the study was to determine the shear strength of the two bolt groups associated with the two legs of the connection angle.
Geometric features, such as diameter, connection angle, and distance between vessels, are hypothesized to affect the energetics and flow dynamics within the connection.
Maximum principal stress in the connection angle was investigated in each analysis case and a subsequent stress prediction equation was developed through linear regression analysis.
This kind of study is proposed in this work, and some rules describing the rise of effects due to angular defects at a connection angle are proposed.
The proposed equation is a function of connection parameters and provides an easily calculable and effective method to predict the magnitude of stress range in connection angles.
Table 2 Mechanical properties of connection angles and bolts used for FE analysis Test or FE model Angle Bolt Yield stress f y,t (MPa) Ultimate strength f u,t (MPa) Yield stress f y,b (MPa) Ultimate strength f u,b (MPa) Test 3 297 517 635 830 A2, A1Po01 467 A2m, A1Po, A2m, FE1 FE6, FE9 FE13, FE12Po 365 550 FE12Po0 400 FE12Po5 550 830 1035.
This primitive is useful as a constrained case of the Graft with One Guide Atom primitive, because both of the connection angles and the bond distance can be defined prior to the grafting process, which is particularly useful if the subject contains an irregular geometry or nondefault bond distance.
We calculated the proportion of connection losses or acquisitions occurring in different directions over the course of morphogenesis, and compared them with the distribution of connection angles in general.
Beams join to each other with a C 0-continuous connection, the angle α between the beams is assumed unchangeable in the deformed configuration.
The Atom Static Info table holds the static features of an atom and forms a star-shaped schema with a series of other tables: Location, Velocity, Force, Connection, Torsion, Angle, and Molecules.
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