STRUCTURAL MEMBER
20190275576 ยท 2019-09-12
Inventors
Cpc classification
B21C37/00
PERFORMING OPERATIONS; TRANSPORTING
B21C37/155
PERFORMING OPERATIONS; TRANSPORTING
B21C37/16
PERFORMING OPERATIONS; TRANSPORTING
B21C25/08
PERFORMING OPERATIONS; TRANSPORTING
B62D25/00
PERFORMING OPERATIONS; TRANSPORTING
B21C23/00
PERFORMING OPERATIONS; TRANSPORTING
International classification
B21C37/16
PERFORMING OPERATIONS; TRANSPORTING
B21C37/15
PERFORMING OPERATIONS; TRANSPORTING
Abstract
The disclosure aims to provide a structural member made of an extruded material that effectively helps to reduce weight while ensuring strength and rigidity. The structural member has a varied wall thickness along an extrusion direction.
Claims
1. A structural member made of an extruded material, wherein the structural member has a varied wall thickness along an extrusion direction.
2. The structural member made of an extruded material according to claim 1, wherein the structural member has a varied extruded cross-section along the extrusion direction.
3. The structural member made of an extruded material according to claim 2, wherein, assuming that a position in the extrusion direction is represented by an X-coordinate, and that a product allowable stress is a, a section modulus is Z(x), a cross-sectional area is A(x) and a generated bending moment is M(x) at a given position x, the section modulus obtained by a formula: Z(x)=M(x)/a is varied according to a position of the position x so that the cross-sectional area A(x) is minimized.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0008]
[0009]
[0010]
[0011]
[0012]
DESCRIPTION OF EXEMPLARY EMBODIMENTS
[0013] The following disclosure provides many different embodiments, or examples, for implementing different features of the provided subject matter. These are, of course, merely examples and are not intended to be limiting. In addition, the disclosure may repeat reference numerals and/or letters in the various examples. This repetition is for the purpose of simplicity and clarity and does not in itself dictate a relationship between the various embodiments and/or configurations discussed. Further, when a first element is described as being connected or coupled to a second element, such description includes embodiments in which the first and second elements are directly connected or coupled to each other, and also includes embodiments in which the first and second elements are indirectly connected or coupled to each other with one or more other intervening elements in between.
[0014] The disclosure aims to provide a structural member made of an extruded material that effectively helps to reduce weight while ensuring strength and rigidity.
[0015] The structural member made of an extruded material according to the disclosure has a varied wall thickness along the extrusion direction.
[0016] Here, extrudable light alloy, such as aluminum, aluminum alloy, magnesium or magnesium alloy, is used for the extruded material.
[0017] Examples of the aluminum alloy include JIS 6000 and 7000 series aluminum alloy. Methods for varying the wall thickness along the extrusion direction include, but not limited to, mechanically varying aperture dimensions of an extrusion die in a wall thickness direction, and subjecting the extruded material to post-processing after extrusion, such as applying roll pressure and cutting.
[0018] In the disclosure, an extruded cross-section may be varied along the extrusion direction.
[0019] Assuming that a position in the extrusion direction is represented by an X-coordinate, and that a product allowable stress is a, a section modulus is Z(x), a cross-sectional area is A(x) and a generated bending moment is M(x) at a given position x, the disclosure has a feature in that the section modulus obtained by the formula: Z(x)=M(x)/a is varied according to a position of the position x by varying a wall thickness along the extrusion direction or by varying a cross-section (a cross-section perpendicular to the extrusion direction) so that the cross-sectional area A(x) is minimized.
[0020] As a prerequisite, the generated bending moment is equal to or less than a maximum allowable bending moment Mmax(x) on that position.
[0021] Cross-sectional wall thickness of the conventional tailored blank material is varied by stacking plate materials or joining plate materials with different thicknesses, and accordingly a main material of the product in the longitudinal direction has a constant cross-sectional thickness. This results in the product having excess section modulus at some positions thereof.
[0022] In contrast, taking an advantage of a high degree of flexibility in cross-section of an extruded shape, the disclosure varies a wall thickness and a shape along the extrusion direction (longitudinal direction) to minimize a cross-sectional area of the extruded shape according to an optimal section modulus for bending moment on a given position of the extruded shape. The disclosure thus helps to achieve further weight reduction.
[0023] The structural member according to the disclosure can be used for various structural members of automobiles.
[0024] Examples of the vehicle structural members include a reinforcement for pillars, members forming a vehicle body, a roof side reinforcement, a rocker panel reinforcement, a door beam, and a bumper reinforcement.
[0025] The structural member may have various cross-sectional shapes including solid, semi-hollow, and hollow cross-sections.
[0026]
[0027]
[0028] The wall thickness varies at each position, and a rib that is integrally formed at the central part of the bottom also has a varied height h.
[0029] In the present embodiment, the central position in a longitudinal direction is applied with the largest bending stress.
[0030] In view of this, a wall thickness t.sub.2 of the position X(B) is made larger than a wall thickness t.sub.1 of the position X(A).
[0031] Further, the rib r.sub.1 is provided only on the central part in the longitudinal direction, and the height h of the rib r.sub.1 is gradually lowered from the position X(C) to the position X(B). No rib is provided on a position closer to a longitudinal end than the position X(B) is.
[0032] This design makes the section modulus varied according to the value of stress applied to each position, so that the cross-sectional area can be minimized.
[0033] The structural member illustrated in
[0034]
[0035] The graph a illustrates changes in the generated bending moment M(x) on the position (x), and the graph b illustrates transition of the maximum allowable bending moment Mmax (x).
[0036] The straight line c corresponds to an allowable bending moment when the cross-sectional area is constant, and therefore the area of the portion S indicated by hatching contributes to weight reduction.
[0037]
[0038] This is an example of a structural member with a hollow cross-section having a wall thickness t.sub.4 on the upper (U) side that is gradually larger than a wall thickness t of a general section.
[0039]
[0040] An exemplary structure of a die for extrusion molding of this structural member W.sub.3 is illustrated in
[0041] The die includes an outer die 11 for forming an outer shape of the structural member W.sub.3 and an inner die 12 for forming an inner shape of the structural member W.sub.3. These dies are connected with a bridge or the like.
[0042] A movable die 13 is provided on a part of the outer die 11, and changing the state or the position of the movable die 13 from the position shown in
[0043]
[0044] As illustrated in
[0045] Continuously and gradually varying the wall thickness and outer shape along the extrusion direction in this way can produce various structural members with reduced weight and optimal cross-sections.
[0046] The structural member according to the disclosure can be used for various structural members that require strength and reduced weight, including vehicle components, vehicle structural members, and frame members of machines.