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37 results about "Second moment of area" patented technology

The 2nd moment of area, also known as the area moment of inertia, or second area moment, is a geometrical property of an area which reflects how its points are distributed with regard to an arbitrary axis. The second moment of area is typically denoted with either an I for an axis that lies in the plane or with a J for an axis perpendicular to the plane. In both cases, it is calculated with a multiple integral over the object in question.

Stents having radiopaque mesh

A stent including a mesh made of strands. The mesh has at least one radiopaque strand and at least one non-radiopaque strand, and the at least one radiopaque strand and the at least one non-radiopaque strand each have different diameters. Each strand has an index of wire stiffness EI, where EI is the mathematical product of the Young's modulus (E) and the second moment of area (I). The EI of all strands in the mesh is no more than five times the EI of the strand having the smallest EI of any of the strands.
Owner:COVIDIEN LP

Shock absorbing device for the front or rear structure of a vehicle

Shock absorbing structure (10, 10") for a vehicle comprising a side sill (2) comprising two chassis frame side members (4, 4") which together support a bumper beam (6, 6"), said shock absorbing structure comprising said bumper beam and an absorber (7, 7") interposed between each chassis frame side member and said bumper beam, said absorber having a working part (71) intended to deform in the event of an impact under the effect of a load below the limit load beyond which said chassis frame side member undergoes plastic deformation, said absorber being a section piece of which one end (72) is inserted inside the open end (5, 5") of said chassis frame side member and fixed thereto, characterized in that said absorber is an extruded aluminium alloy section piece of which the part not inserted inside said chassis frame side member or inside said bumper beam, which corresponds to said working part, has a length greater than 5 times its radius of gyration defined by formula (I), where I is the quadratic moment and S the cross-sectional area of said section piece, said cross section being such that, under the effect of a substantially frontal impact, said working part is able to deform in crumpling over a length such that the longitudinal crush distance is greater than 4 times said radius of gyration.
Owner:CONSTELLIUM SINGEN +1

Semiconductor device testing apparatus and semiconductor device manufacturing method using it

Since each wiring line is formed on one surface of the associated beam at a prescribed width over the entire length of the beam, the beam has the same sectional shape taken in the width direction at any point along an arbitrary longitudinal direction of the beam. As a result, the second moment of area, which is determined by the shapes of the beam and the wiring line, is uniform. This prevents a problem of the curvature of a beam varying locally when the beam is bent by a prescribed amount due to contact of the probe with a pad of a subject body. This, in turn, prevents local concentration of stress in the beams and thereby prevents breakage of the beam. Therefore, the probe structure can be miniaturized while the strength of the beams is kept at a required level, whereby a semiconductor device testing apparatus capable of accommodating many probes can be realized.
Owner:RENESAS ELECTRONICS CORP

Staggered-welding type cast-in-place wrapped castellated beam with web openings

The invention discloses a staggered-welding type cast-in-place wrapped castellated beam with web openings. The castellated beam comprises a steel skeleton consisting of main beams and a secondary beam, wherein the main beams and the secondary beam are all produced by I-shaped beams, and the I-shaped beams comprises webs and top flanges and bottom flanges respectively arranged on the upper and lower sides of the webs; each I-shaped beam is cut along a preset fold line on the web of the I-shaped beam into two steel beams with a toothed side edge, and the toothed side edges of the two steel beamsare welded in a staggered way to form the main beam or the secondary beam with the web openings; after the steel skeleton is prefabricated, longitudinal reinforcements and pipelines are arranged on the steel skeleton, wherein lower longitudinal reinforcements and pipelines all penetrate the openings on the webs, upper longitudinal reinforcements pass through the upper parts of the top flanges, concrete is poured after the longitudinal reinforcements and the pipelines are arranged, the steel skeleton is wrapped by the concrete, so that a whole module is formed by the steel skeleton and a reinforced concrete floor. The castellated beam disclosed by the invention has large second moment of area and flexural capacity, and good energy-dissipating capacity under an earthquake load effect.
Owner:BEIJING UNIV OF TECH

Method for obtaining bending equivalent stiffness of skin stiffened cylindrical shell structure

The invention relates to a method for obtaining the bending equivalent stiffness of a skin stiffened cylindrical shell structure. The method comprises the following steps: step 1, the skin elasticity modulus, stringer torsional elasticity modulus, skin shell diameter and skin thickness of the skin stiffened cylindrical shell structure are collected respectively, wherein collected stringers are of m categories totally, and then the number and sectional area of the stringers in each category are collected; step 2, the total equivalent thickness of the stringers is obtained; step 3, the total equivalent thickness and total area equivalent moment of inertia of the skin stiffened cylindrical shell structure are obtained; step 4, optimization factors of second moment of area are obtained; step 5, modified second moment of area is obtained; step 6, the total actual bending stiffness of the skin stiffened cylindrical shell structure is obtained. The method for obtaining the bending equivalent stiffness of the skin stiffened cylindrical shell structure solves the problem that the deviation of the bending stiffness causes the situation that errors of bending frequency are gradually increased along with the increase of orders, and can be used for obtaining the bending stiffness of the skin stiffened cylindrical shell structure reasonably, easily and quickly.
Owner:BEIJING INST OF ASTRONAUTICAL SYST ENG +1

Impact absorbers for vehicle front or rear structures

Shock absorbing structure (10, 10") for a vehicle comprising a side sill (2) comprising two chassis frame side members (4, 4") which together support a bumper beam (6, 6"), said shock absorbing structure comprising said bumper beam and an absorber (7, 7") interposed between each chassis frame side member and said bumper beam, said absorber having a working part (71) intended to deform in the event of an impact under the effect of a load below the limit load beyond which said chassis frame side member undergoes plastic deformation, said absorber being a section piece of which one end (72) is inserted inside the open end (5, 5") of said chassis frame side member and fixed thereto, characterized in that said absorber is an extruded aluminium alloy section piece of which the part not inserted inside said chassis frame side member or inside said bumper beam, which corresponds to said working part, has a length greater than 5 times its radius of gyration defined by formula (I), where I is the quadratic moment and S the cross-sectional area of said section piece, said cross section being such that, under the effect of a substantially frontal impact, said working part is able to deform in crumpling over a length such that the longitudinal crush distance is greater than 4 times said radius of gyration.
Owner:CONSTELLIUM SINGEN GMBH +1
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