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The following specimen labels are used for the verification of finite element analysis and evaluate the effectiveness of the proposed cross section as shown in Fig. 2.
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The reliability of the proposed cross-section classification limits was verified by means of the EN 1990 — Annex D method.
According to a new proposed cross-section quality evaluation method, the comparative results show that the section quality and the cropping time are greatly influenced by the cropping load.
The resulting structural performance data have been used to establish a relationship between cross-section slenderness and cross-section compressive resistance, which demonstrates that the Class 3 slenderness limit of 90 from Eurocode 3 for circular hollow sections can be safely adopted for elliptical hollow sections based upon the proposed cross-section slenderness parameter.
In Section "Proposed cross-layer adaptative algorithm", we illustrate our proposed adaptive control algorithm as a solution.
In Section 5, we present the proposed cross-layer MAC protocol, and in Section 6, we introduce cluster formation and maintenance.
Resistance aspects are also taken into account to propose realistic cross sections.
In addition, closed-form solutions are also proposed and the cross section's collapse and rotation capacity is determined by the reaching of the ultimate strains for concrete or steel.
In addition, FRP deck modules have been produced using the pultrusion method after considering the proposed optimum cross-section shape and property of the material, and several tests have been performed to validate the performance of the developed GFRP deck.
And the detailed parameters of tunnel cross section proposed for HZM immersed tunnel were provided.
The proposed filter has a cross section equal to 16.5 μm × 6.5 μm.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com