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JP2727680B2 - How to determine bead placement - Google Patents

How to determine bead placement

Info

Publication number
JP2727680B2
JP2727680B2 JP1230315A JP23031589A JP2727680B2 JP 2727680 B2 JP2727680 B2 JP 2727680B2 JP 1230315 A JP1230315 A JP 1230315A JP 23031589 A JP23031589 A JP 23031589A JP 2727680 B2 JP2727680 B2 JP 2727680B2
Authority
JP
Japan
Prior art keywords
bead
determining
strength member
wall
buckling
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1230315A
Other languages
Japanese (ja)
Other versions
JPH0394137A (en
Inventor
一郎 萩原
政明 津田
裕一 北川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nissan Motor Co Ltd
Original Assignee
Nissan Motor Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nissan Motor Co Ltd filed Critical Nissan Motor Co Ltd
Priority to JP1230315A priority Critical patent/JP2727680B2/en
Priority to US07/561,998 priority patent/US5048345A/en
Publication of JPH0394137A publication Critical patent/JPH0394137A/en
Application granted granted Critical
Publication of JP2727680B2 publication Critical patent/JP2727680B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Body Structure For Vehicles (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Description

【発明の詳細な説明】 [発明の目的] (産業上の利用分野) 本発明は、圧潰荷重を受ける強度部材へのビードの配
置を決定するビードの配置決定方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to a bead arrangement determining method for determining an arrangement of beads on a strength member subjected to a crushing load.

(従来の技術) 車両等においては、衝突等による荷重に対しそのエネ
ルギーを吸収し乗員を保護するためのビードが車体を構
成する部材に設けられている。ビードの部材への配置態
様としては、種々のものがあり、例えば第5図および第
6図に示す車両100のエンジンルーム部101の骨格をなす
サイドメンバ103について言えば、第7図(a)乃至第
7図(c)に示す如く、ビードサイドメンバ103の角部
(角ビード)および/または壁面(壁面ビード)に設け
る態様がある。いずれもサイドメンバ103が軸方向Aか
ら圧潰を受けた場合に、サイドメンバ103の折れ曲がり
を防止して、サイドメンバ103が軸方向A先端から順次
圧潰されるれようにすることで、圧潰エネルギーを適切
に吸収することができる。
2. Description of the Related Art In a vehicle or the like, a bead for absorbing energy caused by a load due to a collision or the like and protecting an occupant is provided on a member constituting a vehicle body. There are various types of arrangements of the beads on the members. For example, regarding the side member 103 forming the skeleton of the engine room portion 101 of the vehicle 100 shown in FIGS. 5 and 6, FIG. As shown in FIGS. 7 (c) to 7 (c), there is a mode in which the bead side member 103 is provided at a corner (corner bead) and / or a wall surface (wall bead). In any case, when the side member 103 is crushed in the axial direction A, the side member 103 is prevented from being bent and the side member 103 is sequentially crushed from the tip in the axial direction A. Can be properly absorbed.

(発明が解決しようとする課題) ところで、部材に対しいかなるビードをどの位置に配
置するかについては、実際に部材を繰返し圧潰させ試行
錯誤により決定している。このため、決定に多大の時間
および費用を要することに加えて、多大の時間および費
用にも拘らず必ずも最適なビードおよびその位置が得ら
れないおそれがある。
(Problems to be Solved by the Invention) By the way, what kind of bead is to be arranged at which position with respect to the member is determined by trial and error by actually crushing the member repeatedly. For this reason, in addition to taking a lot of time and money for the determination, there is a possibility that an optimum bead and its position may not always be obtained despite the great amount of time and money.

本発明は上記に鑑みてなされたもので、その目的とし
ては、最適なビードおよびその位置を容易に決定できる
ビードの配置決定方法を提供することにある。
The present invention has been made in view of the above, and an object of the present invention is to provide an optimum bead and a bead arrangement determining method capable of easily determining an optimum bead position.

[発明の構成] (課題を解決するための手段) 上記目的を達成するため、本発明は、圧潰荷重を受け
る強度部材へのビードの配置を決定するビードの配置決
定方法であり、前記強度部材についてビードが無い状態
でピーク荷重点を越える圧潰荷重を加えた直後の座屈波
形の発生状態を求める工程と、前記工程で求めた座屈波
形の発生状態が前記強度部材の壁面を面内側に窪ませた
凹部の場合には当該凹部の発生位置に凹型の壁面ビード
を配置し、前記座屈波形の発生状態が前記強度部材の壁
面を面外側に突出させた凸部の場合には当該凸部の発生
位置に凸型の壁面ビードを配置するように決定する工程
とを有することを要旨とする。
[Constitution of the Invention] (Means for Solving the Problems) In order to achieve the above object, the present invention relates to a bead arrangement determining method for determining an arrangement of beads on a strength member subjected to a crushing load. The step of determining the state of occurrence of the buckling waveform immediately after applying a crushing load exceeding the peak load point in the absence of the bead, and the state of occurrence of the buckling waveform determined in the step is the inner surface of the wall surface of the strength member. In the case of a depressed concave portion, a concave wall bead is arranged at the position where the concave portion is generated, and in the case where the state of occurrence of the buckling waveform is a convex portion in which the wall surface of the strength member protrudes outside the surface, the convex portion is formed. Determining that the convex wall bead is arranged at the position where the portion is generated.

(作用) 本発明に係るビードの配置決定方法にあっては、ビー
ドを配置しようとする強度部材についてビードが無い状
態での圧潰初期における座屈波形に基づいて、凹型およ
び凸型の壁面ビードの配置位置を決定している。
(Operation) In the bead arrangement determining method according to the present invention, the strength member on which the bead is to be arranged is formed based on the buckling waveform in the initial stage of crushing without the bead. The placement position is determined.

(実施例) 以下、図面を用いて本発明の実施例を説明する。(Example) Hereinafter, an example of the present invention will be described with reference to the drawings.

第1図は本発明をサイドメンバ103へのビード配置の
決定に適用した場合の一実施例に係る処理フローチャー
トを示すものである。本実施例に係るビードの配置方法
の特徴としては、第2図に示す如く、角ビードは荷重低
減効果に優れ、凹型および凸型の壁面ビートは壁面のそ
れぞれ凹変形助長効果および凸変形助長効果に優れると
いう各ビードの特徴を考慮して、第3図に示す如く、サ
イドメンバ103に形成される座屈波形110の凹凸形状(第
3図(A)参照)に対応してそれぞれ凹型および凸型の
壁面ビード109および111を配置し(第3図(B)参
照)、また最も衝突端側の凹部のみに角ビード113を配
置して(第3図(C)参照)、ピーク荷重値を抑えると
共に平均圧潰荷重値を保持することでサイドメンバ103
の軸方向の圧潰促進を図ることにある。
FIG. 1 shows a processing flowchart according to an embodiment when the present invention is applied to determination of a bead arrangement on a side member 103. As shown in FIG. 2, the bead arranging method according to the present embodiment is characterized in that a square bead has an excellent load reducing effect, and a concave and a convex wall beat have a concave deformation promoting effect and a convex deformation promoting effect on the wall surface, respectively. In consideration of the characteristic of each bead that is excellent in the shape of the buckling waveform 110 formed on the side member 103 (see FIG. 3 (A)), as shown in FIG. The mold wall beads 109 and 111 are arranged (see FIG. 3 (B)), and the square beads 113 are arranged only in the concave portion closest to the collision end side (see FIG. 3 (C)), and the peak load value is reduced. By holding down and maintaining the average crush load value, the side members 103
To promote crushing in the axial direction.

具体的には、コンピュータを用いて下記を計算を行う
サイドメンバ103についてビードなしの状態でのピーク
荷重直後の座屈波形110を例えば有限要素法による数値
解析より求める(ステップ1)。求めた座屈波形110に
対し、壁面を面内側に窪ませる凹部には凹型の壁面ビー
ド109を、壁面を面外側に突出させる凸部には凸型の壁
面ビード111をそれぞれ配置する(ステップ2)。さら
に、サイドメンバ103における最も衝突端側の凹部の角
部に角ビード113を配置する(ステップ3)。そして、
このようにビードが配置決定されたサイドメンバ103に
ついて圧潰モード、反力特性を求めて潰れ促進効果を確
認する(ステップ4)。
More specifically, a buckling waveform 110 immediately after the peak load without a bead is obtained for the side member 103 for which the following calculation is performed using a computer, for example, by a numerical analysis using a finite element method (step 1). With respect to the obtained buckling waveform 110, a concave wall bead 109 is disposed in the concave portion for depressing the wall surface inward, and a convex wall bead 111 is disposed in the convex portion for protruding the wall surface outward (step 2). ). Further, a corner bead 113 is arranged at the corner of the concave portion on the side of the collision end closest to the side member 103 (step 3). And
The crushing mode and the reaction force characteristics of the side member 103 having the bead arrangement determined as described above are obtained to confirm the crushing promoting effect (step 4).

このようにビードが配置決定されたサイドメンバ103
については、第4図に示す如く、ビードなしの場合に比
べてピーク荷重が抑えられ軸方向圧潰への移行が容易と
なっていることがわかる。
The side member 103 where the bead arrangement is determined in this way.
As shown in FIG. 4, it can be seen that, as shown in FIG. 4, the peak load is suppressed as compared with the case without the bead, and the transition to the axial crushing is facilitated.

したがって本実施例によれば、試行錯誤的に行ってい
た従来に比べて、コンピュータを用いた計算で行うこと
ができるので多大の時間および費用をかけることなく、
最適なビードおよびその位置を決定することができ、も
ってサイドメンバ等の強度部材をエネルギの吸収効率の
高い軸圧潰に誘導することができる。
Therefore, according to the present embodiment, compared to the conventional method that is performed by trial and error, it can be performed by calculation using a computer, so that it does not require much time and cost,
An optimum bead and its position can be determined, and thus a strength member such as a side member can be guided to axial crush with high energy absorption efficiency.

[発明の効果] 以上説明したように本発明によれば、ビードを配置し
ようとする強度部材についてビードが無い状態での圧潰
初期における座屈波形に基づいて、凹型および凸型の壁
面ビードの配置位置を決定しているので、従来に比べて
最適なビードおよびその位置を容易に決定することがで
きる。
[Effects of the Invention] As described above, according to the present invention, the arrangement of the concave and convex wall beads based on the buckling waveform in the initial stage of crushing of the strength member where the beads are to be arranged without the beads. Since the position is determined, an optimum bead and its position can be easily determined as compared with the related art.

【図面の簡単な説明】[Brief description of the drawings]

第1図は本発明の一実施例の処理フローチャートを示す
図、第2図乃至第4図は当該一実施例の処理を説明する
ための図、第5図乃至第7図は従来技術を説明するため
の図である。 100……車両 101……エンジンルーム部 103……サイドメンバ 105……ビード 110……座屈波形、109……凹型の壁面ビード 111……凸型の壁面ビード、113……角ビード
FIG. 1 is a diagram showing a processing flowchart of one embodiment of the present invention, FIGS. 2 to 4 are diagrams for explaining the processing of the embodiment, and FIGS. FIG. 100 vehicle 101 engine room 103 side member 105 bead 110 buckling waveform 109 concave wall bead 111 convex wall bead 113 square bead

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】圧潰荷重を受ける強度部材へのビードの配
置を決定するビードの配置決定方法であり、 前記強度部材についてビードが無い状態でピーク荷重点
を越える圧潰荷重を加えた直後の座屈波形の発生状態を
求める工程と、 前記工程で求めた座屈波形の発生状態が前記強度部材の
壁面を面内側に窪ませた凹部の場合には当該凹部の発生
位置に凹型の壁面ビードを配置し、前記座屈波形の発生
状態が前記強度部材の壁面を面外側に突出させた凸部の
場合には当該凸部の発生位置に凸型の壁面ビードを配置
するように決定する工程と を有することを特徴とするビードの配置決定方法。
1. A method for determining the arrangement of beads on a strength member subjected to a crushing load, wherein the buckling is performed immediately after a crushing load exceeding a peak load point is applied to the strength member without a bead. A step of determining the state of generation of the waveform; and, in a case where the state of generation of the buckling waveform determined in the step is a concave portion in which the wall surface of the strength member is depressed inward, a concave wall bead is arranged at a position where the concave portion is generated. And determining that the buckling waveform is generated such that a convex wall bead is disposed at a position where the convex portion is generated when the buckling waveform is generated by projecting the wall surface of the strength member outward. A method for determining a bead arrangement, comprising:
JP1230315A 1989-08-03 1989-09-07 How to determine bead placement Expired - Lifetime JP2727680B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP1230315A JP2727680B2 (en) 1989-09-07 1989-09-07 How to determine bead placement
US07/561,998 US5048345A (en) 1989-08-03 1990-08-02 Method of determining positions of beads

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1230315A JP2727680B2 (en) 1989-09-07 1989-09-07 How to determine bead placement

Publications (2)

Publication Number Publication Date
JPH0394137A JPH0394137A (en) 1991-04-18
JP2727680B2 true JP2727680B2 (en) 1998-03-11

Family

ID=16905908

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1230315A Expired - Lifetime JP2727680B2 (en) 1989-08-03 1989-09-07 How to determine bead placement

Country Status (1)

Country Link
JP (1) JP2727680B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3394142B2 (en) * 1996-10-25 2003-04-07 富士重工業株式会社 Frame structure of vehicle body
JP5757224B2 (en) * 2011-03-31 2015-07-29 新日鐵住金株式会社 Structural member design method
JP2015105024A (en) * 2013-11-29 2015-06-08 トヨタ自動車株式会社 Vehicle body skeleton member
MX2020006415A (en) 2017-12-26 2020-09-17 Nippon Steel Corp Impact-absorbing member.
JP7411522B2 (en) * 2020-09-04 2024-01-11 本田技研工業株式会社 car body structure

Also Published As

Publication number Publication date
JPH0394137A (en) 1991-04-18

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