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JPH0365634A - Arrangement position determining method of crushed bead - Google Patents

Arrangement position determining method of crushed bead

Info

Publication number
JPH0365634A
JPH0365634A JP20026489A JP20026489A JPH0365634A JP H0365634 A JPH0365634 A JP H0365634A JP 20026489 A JP20026489 A JP 20026489A JP 20026489 A JP20026489 A JP 20026489A JP H0365634 A JPH0365634 A JP H0365634A
Authority
JP
Japan
Prior art keywords
bead
wall surface
buckling
waveform
crushing
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.)
Granted
Application number
JP20026489A
Other languages
Japanese (ja)
Other versions
JP2772401B2 (en
Inventor
Ichiro Hagiwara
一郎 萩原
Masaaki Tsuda
政明 津田
Yuichi Kitagawa
裕一 北川
Tatsuya Nimata
二俣 達哉
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 JP20026489A priority Critical patent/JP2772401B2/en
Priority to US07/561,998 priority patent/US5048345A/en
Publication of JPH0365634A publication Critical patent/JPH0365634A/en
Application granted granted Critical
Publication of JP2772401B2 publication Critical patent/JP2772401B2/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)

Abstract

PURPOSE:To easily determine the optimum position of a crushed bead by determining the arrangement position of the crushed bead to a dependent wall surface which is deformed corresponding to the pressing mode of a buckling wall surface, on the basis of a buckling waveform formed on the buckling wall surface subsequent to the press to the crushed bead in the poor state. CONSTITUTION:When it is confirmed that a buckling waveform is formed in a buckling wall surface 109, the buckling waveform is analyzed. Then, a required bead 105 is arranged in a position of a dependent wall surface 107 which is deformed in accordance with the pressing mode of a wall surface 109 opposite to the buckling wall surface 109. The position of the dependent wall surface is determined through analysis. For this analysis, when the buckling waveform represents accordion-like mode, the bead 105 is placed at the belly of a recessed portion of a buckling waveform 110 corresponding to positions (a) and (b). If the buckling waveform shows parallel mode, the bead 105 is placed at the belly of a protruding portion of the waveform 110 which corresponds to positions (c) and (d). The pressing mode and reaction force etc. of a side member provided with the bead 105 are confirmed through analysis of the pressing.

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潰れビードの
配置位置を決定する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Industrial Field of Application) The present invention relates to a method for determining the placement position of a collapse bead 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潰れビード(以下単
に「ビード」と呼ぶ)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W1!!様としては、種々
のものがあり、例えば第7図および第8図に示す車両1
00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9図(2)乃至第9図(υ
に示す如く、ビードサイドメンバ103の角部および/
または壁面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。
(Prior Art) In vehicles and the like, collapsible beads (hereinafter simply referred to as "beads") are provided on members constituting the vehicle body to absorb energy from loads caused by collisions and protect occupants. Allocation of beads to members W1! ! There are various types of vehicles, such as the vehicle 1 shown in FIGS. 7 and 8.
Regarding the side member 103 that forms the skeleton of the engine room section 101 of 00, FIGS. 9(2) to 9(υ
As shown in FIG.
Alternatively, there is a mode in which it is installed on a wall surface. In either case, when the side member 103 is crushed in the axial direction A, bending of the side member 103 is prevented, and the side member 103
By sequentially crushing from the tip in the axial direction A, crushing energy can be appropriately absorbed.

(発明が解決しようとする課題) ところで、ビードの部材への配置位置については、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。
(Problems to be Solved by the Invention) Incidentally, the placement position of the bead on the member is determined by trial and error by actually crushing the member repeatedly.

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
位置が得られないおそれがある。
For this reason, not only does it take a lot of time and money to make the decision, but there is also the possibility that the optimal 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、最適なビードの位置を容易に決定できる潰れビード
の配置位曽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 a method for determining the arrangement position of collapsed beads that can easily determine the optimum position of the beads.

【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
強度部材への潰れビードの配置位置を決定する方法であ
り、前記強度部材について潰れビードが無い状態で少な
くとも最大発生荷重点を越えるまで圧潰を行なう工程と
、前記強度all材について圧潰により座屈波形が形成
される座厘壁面を確認し当該座屈波形を解析する工程と
、当該座屈波形に基づいて座屈壁面の圧潰モードに従っ
て変形する従属壁面への潰れビードの配置を決定する工
程とを有することを要旨とする。
[Structure of the Invention] (Means for Solving the Problems) In order to achieve the above object, the present invention provides a method for determining the placement position of a crush bead on a strength member that receives a crushing load, a step of crushing at least until the maximum generated load point is exceeded in a state where there is no bead; a step of confirming the buckling wall surface where a buckling waveform is formed by crushing the strong all material; and analyzing the buckling waveform; The method further comprises the step of determining, based on the buckling waveform, the arrangement of the crushing bead on the dependent wall surface that deforms according to the crushing mode of the buckling wall surface.

(作用) 本発明に係る潰れビードの配属位置決定方法にありては
、潰れビードを配置しようとする強度部材について潰れ
ど一ドが無い状態′ta−の圧潰により座屈壁面に形成
される座屈波形に基づいて、当該座屈壁面の圧潰モード
に従って変形する従属壁面への潰れビードの配置位置を
決定している。
(Function) In the method for determining the placement position of a crush bead according to the present invention, a seat is formed on a buckling wall surface by crushing a strength member in which a crush bead is to be placed, in a state 'ta- where there is no crush bead. Based on the bending waveform, the placement position of the crushing bead on the dependent wall surface that deforms according to the crushing mode of the buckling wall surface is determined.

(実施例) 以下、図面を用いて本発明の詳細な説明する。(Example) Hereinafter, the present invention will be explained in detail using the drawings.

第1図は本発明をサイドメンバ103の角部へのピード
配置位置の決定に適用した場合の一実施例に係るピード
位置の決定処理の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位置の決定方法の特徴として
は、第2図に示す如く、サイドメンバ103の角部に配
置したピード105が圧li壁面107を部材内側に折
る働き、即ち、圧潰壁面107の凶変形を助長するとい
う働きを利用し、座屈壁面109に形成される座屈波形
110の圧潰ピッチとその対面である圧潰壁面(従属壁
面〉107の圧潰ピッチとの講和をとることにより、サ
イドメンバ103をエネルギー吸収効率の高い輪圧潰に
誘導することにある。
FIG. 1 shows a flowchart of a process for determining the position of a bead according to an embodiment in which the present invention is applied to determining the position of a bead at a corner of the side member 103. As shown in FIG. 2, the feature of the method for determining the bead arrangement position according to this embodiment is that the bead 105 arranged at the corner of the side member 103 acts to fold the pressed Li wall surface 107 inward, that is, to crush it. Making use of the function of promoting the severe deformation of the wall surface 107, the crushing pitch of the buckling waveform 110 formed on the buckling wall surface 109 and the crushing pitch of the crushing wall surface (subordinate wall surface) 107 that faces it are reconciled. The objective is to guide the side member 103 to circular collapse with high energy absorption efficiency.

具体的には、まず、ビードが形成されていない状態のサ
イドメンバについて、第3図に示す特性で圧潰を行なう
。このような圧潰によれば最大発生。
Specifically, first, the side member in which no bead is formed is crushed according to the characteristics shown in FIG. 3. According to such crushing occurs maximum.

荷重点Pを越えた領域Sで座屈波形が発生するので、こ
の座屈8波形の発生した座屈壁面109を確認し、座屈
波形を解析する(ステップ1.2)。
Since a buckling waveform occurs in the region S beyond the load point P, the buckling wall surface 109 where the eight buckling waves have occurred is confirmed, and the buckling waveform is analyzed (step 1.2).

そして、この解析に′基づき座屈壁面109の対面であ
る当該座屈壁面109の圧潰モードに従って変形する従
属壁面107に所要のビード105を解析において決定
した位置に配置するのである(ステップ3)。この解析
にあっては、ビード105の位置を、第4図に示す如く
、座屈波形が所謂アコーディオン状圧潰モードの場合に
は座屈波形110の凹部の腹に相当する位置(第4図G
O2υに、また所謂パラレル状圧潰モードの場合には座
屈波形110の凸部の腹に相当する位It(第4図(2
)、(2)にそれぞれ決定している。なお。第4図にお
いU、111はビード105による圧潰モードである。
Then, based on this analysis, the required bead 105 is placed at the position determined in the analysis on the dependent wall surface 107 that is opposite to the buckled wall surface 109 and deforms according to the crushing mode of the buckled wall surface 109 (step 3). In this analysis, the position of the bead 105 is set to a position corresponding to the antinode of the concave portion of the buckling waveform 110 when the buckling waveform is in the so-called accordion-like crush mode, as shown in FIG.
O2υ, and in the case of the so-called parallel crush mode, it corresponds to the antinode of the convex part of the buckling waveform 110 (Fig. 4 (2)
) and (2), respectively. In addition. In FIG. 4, U, 111 is the crushing mode by the bead 105.

上述した方法でビード105が配置されたサイドメンバ
103については、圧潰解析をして圧潰モードおよび反
力等を確認することになる(ステップ4)。
For the side member 103 on which the bead 105 is arranged in the manner described above, a crushing analysis is performed to confirm the crushing mode, reaction force, etc. (step 4).

本実施例によるサイドメンバ103へのビード105の
設置効果を第5図および第6図に示す。
The effect of installing the bead 105 on the side member 103 according to this embodiment is shown in FIGS. 5 and 6.

第5図および第6図は、それぞれアコーディオン状圧潰
モードおよびパラレル状圧潰モードの場合を示し、両図
において、(2)はビード105の設置状況を示す図、
(社)はサイドメンバ103の圧潰状況を示す図、(0
はビード105の有無の場合の荷重変位特性を示す図で
ある。第5図(ロ)および第6図0に示す如く、本実施
例によりモード105を設置することで、サイドメンバ
103は軸圧潰にI!聯され、また、第5図(2)およ
び第6図■に示す如く、ビード無しの場合に比べて本実
施例によるビード105を設置した場合の方がエネルギ
ー吸収効率が高いことが認められる。
5 and 6 show the cases of the accordion-like crush mode and the parallel-like crush mode, respectively, and in both figures, (2) is a diagram showing the installation situation of the bead 105,
(0) is a diagram showing the crushing situation of side member 103.
2 is a diagram showing load displacement characteristics with and without a bead 105. FIG. As shown in FIG. 5(b) and FIG. 6(0), by setting the mode 105 according to this embodiment, the side member 103 is prevented from being axially crushed. In addition, as shown in FIG. 5 (2) and FIG. 6 (2), it is recognized that the energy absorption efficiency is higher in the case where the bead 105 according to this embodiment is installed than in the case without the bead.

このように本実施例によれば、試行錯誤的に行っていた
従来に比べて、多大の時間および費用をかけることなく
、最適なビード位置を決定することができる。
As described above, according to the present embodiment, it is possible to determine the optimum bead position without spending much time and expense, compared to the conventional method, which was performed by trial and error.

[発明の効果] 以上説明したように本発明によれば、潰れビードを配置
しようとする強度部材(二ついて潰れビードが無い状態
での圧潰により座屈壁面に形成される座屈波形トニ基づ
いて、当該座屈壁面の圧潰モードに従って変形する従属
壁面への潰れビードの配置位置を決定しているので、従
来に比べて最適な潰れビードの位置を容易に決定するこ
とができる。
[Effects of the Invention] As explained above, according to the present invention, the strength member on which the crushing bead is arranged (based on the buckling waveform formed on the buckling wall surface due to crushing in the absence of the crushing bead) Since the placement position of the collapse bead on the dependent wall surface that deforms according to the collapse mode of the buckled wall surface is determined, the optimal position of the collapse bead can be determined more easily than in the past.

【図面の簡単な説明】[Brief explanation of 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h44図は当該−実施例の処理を説明す
るための図、第5図および第6図は当該一実施例の効果
を説明するための図、第7図乃至第9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 107・・・圧潰壁面(従属壁面) 109・・・座屈壁面 110・・・座屈波形 代即人 弁理士 荷重 第1図 第3図 第2図 第5図(a) 第5図(b) 第5図(C) 第6図(a) 第6図(b) 第6図(C) 100 / 第7図 第8 図 05 (c) 第9図
Fig. 1 is a diagram showing a processing flowchart of an embodiment of the present invention, Figs. 2 to 44 are diagrams for explaining the processing of the embodiment, and Figs. FIGS. 7 to 9 are diagrams for explaining the effects, and FIGS. 7 to 9 are diagrams for explaining the prior art. 100...Vehicle 101...Engine room part 103...Side member 105...Bead 107...Crushed wall surface (subordinate wall surface) 109...Buckled wall surface 110...Buckled corrugated portion Immediately Patent attorney load Figure 1 Figure 3 Figure 2 Figure 5 (a) Figure 5 (b) Figure 5 (C) Figure 6 (a) Figure 6 (b) Figure 6 (C) 100 / Figure 7 Figure 8 Figure 05 (c) Figure 9

Claims (1)

【特許請求の範囲】[Claims] 圧潰荷重を受ける強度部材への潰れビードの配置位置を
決定する方法であり、前記強度部材について潰れビード
が無い状態で少なくとも最大発生荷重点を越えるまで圧
潰を行なう工程と、前記強度部材について圧潰により座
屈波形が形成される座屈壁面を確認し当該座屈波形を解
析する工程と、当該座屈波形に基づいて座屈壁面の圧潰
モードに従つて変形する従属壁面への潰れビードの配置
を決定する工程とを有することを特徴とする潰れビード
の配置位置決定方法。
This is a method of determining the placement position of a crush bead on a strength member that receives a crushing load, and includes the steps of crushing the strength member until at least the maximum generated load point is exceeded in a state where there is no collapse bead, and A process of confirming the buckled wall surface where the buckling waveform is formed and analyzing the buckling waveform, and arranging the collapse bead on the dependent wall surface that deforms according to the crushing mode of the buckled wall surface based on the buckling waveform. 1. A method for determining the placement position of a crushed bead, the method comprising the step of:
JP20026489A 1989-08-03 1989-08-03 How to determine the position of the collapsed bead Expired - Lifetime JP2772401B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP20026489A JP2772401B2 (en) 1989-08-03 1989-08-03 How to determine the position of the collapsed bead
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
JP20026489A JP2772401B2 (en) 1989-08-03 1989-08-03 How to determine the position of the collapsed bead

Publications (2)

Publication Number Publication Date
JPH0365634A true JPH0365634A (en) 1991-03-20
JP2772401B2 JP2772401B2 (en) 1998-07-02

Family

ID=16421448

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20026489A Expired - Lifetime JP2772401B2 (en) 1989-08-03 1989-08-03 How to determine the position of the collapsed bead

Country Status (1)

Country Link
JP (1) JP2772401B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE112007000726T5 (en) 2006-03-30 2009-01-29 Kabushiki Kaisha Kobe Seiko Sho Frame with closed cross sections
JP2012214212A (en) * 2011-03-31 2012-11-08 Nippon Steel Corp Structural member design method
JP2013031992A (en) * 2011-07-06 2013-02-14 Ricoh Co Ltd Bending member, rail member and image forming apparatus
JP2013256279A (en) * 2012-05-16 2013-12-26 Nippon Steel & Sumitomo Metal Corp Vehicle skeleton member structure excellent in crash-resisting capability and collision performance calculating method of vehicle skeleton member structure
EP2878517A1 (en) 2013-11-29 2015-06-03 Toyota Jidosha Kabushiki Kaisha Vehicle body frame member
CN105814422A (en) * 2013-12-05 2016-07-27 新日铁住金株式会社 Test object supporting device, impact test device and impact test method of structural member using the supporting device

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE112007000726T5 (en) 2006-03-30 2009-01-29 Kabushiki Kaisha Kobe Seiko Sho Frame with closed cross sections
DE112007000726B4 (en) * 2006-03-30 2020-06-18 Kabushiki Kaisha Kobe Seiko Sho Frame with closed cross sections
JP2012214212A (en) * 2011-03-31 2012-11-08 Nippon Steel Corp Structural member design method
JP2013031992A (en) * 2011-07-06 2013-02-14 Ricoh Co Ltd Bending member, rail member and image forming apparatus
JP2013256279A (en) * 2012-05-16 2013-12-26 Nippon Steel & Sumitomo Metal Corp Vehicle skeleton member structure excellent in crash-resisting capability and collision performance calculating method of vehicle skeleton member structure
EP2878517A1 (en) 2013-11-29 2015-06-03 Toyota Jidosha Kabushiki Kaisha Vehicle body frame member
CN105814422A (en) * 2013-12-05 2016-07-27 新日铁住金株式会社 Test object supporting device, impact test device and impact test method of structural member using the supporting device

Also Published As

Publication number Publication date
JP2772401B2 (en) 1998-07-02

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