Sentence examples for frame module from inspiring English sources

The new plate and frame module M39 from DSS is introduced.

The authors investigate the influence of module geometrical parameters in a plate and frame module in ultrafiltration such as degree of suspension, mesh length and flow attack angle on the mass transfer coefficient and the pressure drop.

In detail, it relates to a frame module that allows the adjustment of its length and angle to accommodate diverse shape changes and spatial demands of the truss frame structure.

Simulations verify that it is an advanced product that secures structural safety and an optimized size for the present frame module made using UL700 steel material with high tensile strength of 500 or 700 MPa.

Finally, a case study of an assembly tooling for the reinforced frame module is implemented and the analysis results suggest that the proposed method offers a valuable basis for providing targeted guidance on how to obtain the optimal engineering change scheme of assembly tooling.

In this study, a hydrophilic polyethersulfone membrane fixed in a plate and frame module was applied to modify hydro cyclone (Dough Batter) process.

The goal of this study is to evaluate an advance in the frame modules and frame structures used to truss structures.

In the conventional method, frame modules within a given truss frame are fixed together in a definite direction, and the connectivity of the module fundamentally cannot be changed.

Global buckling behaviour, with or without interaction with distortional buckling, of storage rack members is evaluated by tests carried out according to EN 15512 (2009) [1] on compression and out-of-plane bending of upright frame modules.

Based on test results for both single upright sections and frame modules, completed by numerical simulation, the present paper attempts to demonstrate that the design buckling strength of uprights can be conveniently estimated by single section tests, providing that the length of these members is calibrated for the distortional global interaction mode.

Doubly symmetric rectangular frame modules, subjected to uniform nodal shears can be designed as minimum weight, US systems (Grigorian 1993).