JPH03213216A - Crack progress suppressing method - Google Patents
Crack progress suppressing methodInfo
- Publication number
- JPH03213216A JPH03213216A JP986290A JP986290A JPH03213216A JP H03213216 A JPH03213216 A JP H03213216A JP 986290 A JP986290 A JP 986290A JP 986290 A JP986290 A JP 986290A JP H03213216 A JPH03213216 A JP H03213216A
- Authority
- JP
- Japan
- Prior art keywords
- crack
- load
- jig
- load receiving
- holes
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims description 31
- 238000013459 approach Methods 0.000 claims description 5
- 230000002401 inhibitory effect Effects 0.000 claims description 4
- 238000005553 drilling Methods 0.000 abstract description 3
- 238000003466 welding Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000009661 fatigue test Methods 0.000 description 3
- 239000000470 constituent Substances 0.000 description 2
- 230000001629 suppression Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
- Reinforcement Elements For Buildings (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、繰返し荷重を受けて疲労亀裂が発生しやすい
橋梁、クレーン、建設機械等の機械9構造物寿命延長対
策として好適な、亀裂進展抑止方法に関する。[Detailed Description of the Invention] [Industrial Field of Application] The present invention is a crack propagation control method suitable for extending the life of machinery structures such as bridges, cranes, and construction machines that are susceptible to fatigue cracks due to repeated loads. Concerning deterrence methods.
従来、橋梁、クレーン、建設機械等の機械。 Traditionally, machinery such as bridges, cranes, and construction machinery.
構造物の構成部材に疲労亀裂等の亀裂が発見された場合
の寿命延長対策としては、下記方法がよく用いられてい
る。The following methods are often used to extend the life of a structure when cracks such as fatigue cracks are discovered in structural members.
(1) 溶接補修法:亀裂部を除去して再溶接する方
法。(1) Welding repair method: A method of removing cracks and rewelding.
(2)ストップホール法:第7因子面図に示すように、
構成部材1に発生した亀裂2の画先端部に、部材表裏に
通ずる円形貫通孔すなわちストンブホール1oを明けて
、亀裂先端の高い応力集中を緩和する方法。(2) Stop-hole method: As shown in the 7th factor diagram,
A method of relieving high stress concentration at the tip of a crack by making a circular through hole, that is, a stomb hole 1o, which communicates with the front and back of the component, at the tip of a crack 2 that has occurred in a component 1.
(3) 高カボルト摩擦接合法:第8図(A)平面図
、(B)側面図に示すように、亀裂2を覆う添接板11
を構成部材1の表裏両面に当てて高力ボルト12で締め
付は摩擦接合する方法で、図示のように上記(2)のス
トップホール法を併用する場合が多い。(3) High power friction welding method: As shown in Figure 8 (A) top view and (B) side view, splice plate 11 covers crack 2.
is applied to both the front and back surfaces of the component 1 and tightened with high-strength bolts 12 by friction welding, and as shown in the figure, the above-mentioned stop hole method (2) is often used in combination.
しかしながら、このような方法には次のような欠点があ
る。However, such a method has the following drawbacks.
(11溶接補修法は、溶接により高い引張残留応力が導
入されるため、比較的短寿命で亀裂が再発、進展するこ
とがある。また大掛かりな工事内容となるため、供用下
では行い難いという問題がある。(11) Welding repair method introduces high tensile residual stress through welding, which may cause cracks to recur or grow over a relatively short life span.Also, the problem is that it is difficult to carry out in service because it involves large-scale construction work. There is.
(2) ストップホール法は、施工的には最も簡単で
あるが、ストップホール10部の応力集中により比較的
短寿命でストップホール10端に亀裂が再発、進展する
ことがある。(2) Although the stop hole method is the simplest in terms of construction, cracks may recur and grow at the end of the stop hole 10 within a relatively short life due to stress concentration in the stop hole 10 portion.
(3)高力ボルト摩擦接合法は、亀裂開口の拘束に加え
て添接板11の応力分担により、安定した寿命延長効果
が期待できるが、平坦な構造部に発生した比較的大きな
亀裂に通用が限られる。また<11と同様に大掛がりな
工事内容となる。(3) The high-strength bolt friction welding method can be expected to have a stable life extension effect by restraining the crack opening and sharing the stress with the splicing plate 11, but it is not suitable for relatively large cracks that occur in flat structures. is limited. Also, similar to <11, the construction work will be large-scale.
本発明は、このような事情に鑑みて提案されたもので、
ストップホール法に準じた簡単な施工内容により機械、
構造物の構成部材に発生した亀裂の進展を適確に抑止す
ることができ、高力ボルト摩擦接合法に準じた安定した
寿命延長効果を発揮することができる亀裂進展抑止方法
を提供することを目的とする。The present invention was proposed in view of these circumstances, and
The machine can be easily installed using the stop-hole method.
It is an object of the present invention to provide a crack propagation suppression method that can accurately suppress the propagation of cracks that have occurred in structural members of a structure and that can exhibit a stable life extension effect similar to the high-strength bolt friction welding method. purpose.
そのために本発明は、機械、構造物の構成部材に発生し
た亀裂を挾む適宜数の対向位置に対で部材表裏に通る適
宜形状2寸法の貫通孔を穿設し、同貫通孔に荷重受治具
を挿入したうえ同治具に荷重負荷治具を係合させて上記
対向荷重受治具が接近し上記亀裂の開口を止める方向に
荷重を負荷して固定することを特徴とする。To this end, the present invention involves drilling a pair of through holes of an appropriate shape and two dimensions that pass through the front and back of the member at an appropriate number of opposing positions sandwiching cracks that have occurred in the structural members of machines and structures, and allowing the through holes to receive loads. The method is characterized in that after a jig is inserted, a load-bearing jig is engaged with the jig, and a load is applied and fixed in a direction in which the opposing load-receiving jig approaches and stops the opening of the crack.
本発明亀裂進展抑止方法においては、構成部材に発生し
た亀裂を挾む適宜数の対向位置に貫通孔を穿設し、そこ
に荷重受治具を挿入したうえ荷重負荷治具で荷重を負荷
しておくだけで、亀裂に繰返し荷重が作用しても亀裂先
端部に高い応力集中が生ずることなく、従って亀裂進展
は適確に抑止され、構成部材は亀裂が発生しているにも
拘らず、長期使用に耐えることができる。In the crack propagation prevention method of the present invention, an appropriate number of through holes are drilled at opposing positions sandwiching cracks that have occurred in a component, a load receiving jig is inserted therein, and a load is applied using a load loading jig. By simply keeping it in place, even if repeated loads are applied to the crack, high stress concentration will not occur at the crack tip, and therefore crack propagation will be appropriately inhibited, and even if cracks have occurred in the component, Can withstand long-term use.
本発明亀裂進展抑止方法の実施例を図面について説明す
ると、第1図は本発明方法の基本原理を示す平面図、第
2図は第1実施例。An embodiment of the crack propagation inhibiting method of the present invention will be described with reference to the drawings. Fig. 1 is a plan view showing the basic principle of the method of the present invention, and Fig. 2 is a first embodiment.
第3図は第2実施例、第4図は第3実施例。FIG. 3 shows the second embodiment, and FIG. 4 shows the third embodiment.
第5図は第4実施例を示し、それぞれ(A)は平面図、
(B)は(A)のB−Bに沿った断面図、第6図は具体
的実験例の説明図である。FIG. 5 shows a fourth embodiment, in which (A) is a plan view, and
(B) is a sectional view taken along line BB in (A), and FIG. 6 is an explanatory diagram of a specific experimental example.
まず第1図において、機械、構造物等の構成部材lに作
用する荷重Sによって亀裂2が発生し、その中央部にお
いてδ、の開口量を示している。First, in FIG. 1, a crack 2 is generated by a load S acting on a component l of a machine, a structure, etc., and an opening amount of δ is shown in the center of the crack 2.
そこで、本発明亀裂進展抑止方法においては、この亀裂
2を挾む適宜数の対向位置に対で、構成部材1の表裏に
通る例えば円孔等の適宜形状1寸法の貫通孔311 3
2+ a!lを、ドリル加工等によって穿孔する。こ
のとき好ましくは、亀裂2両先端部にスト・ノブホール
10を明ける。Therefore, in the crack propagation inhibiting method of the present invention, through holes 311 3 of an appropriate shape and size, such as circular holes, passing through the front and back of the component 1 are provided in pairs at an appropriate number of opposing positions sandwiching the crack 2.
2+ a! 1 is bored by drilling or the like. At this time, preferably, a strike knob hole 10 is made at both ends of the crack 2.
次いで、この貫通孔3s、32,39に後述する荷重受
治具を挿入したうえ、それに係合する荷重負荷治具を構
成部材1表裏両面に当て、対向荷重受治具が接近し亀裂
2の開口を止める方向の荷重P1.P2 、P9を負荷
して固定する。Next, a load receiving jig, which will be described later, is inserted into the through holes 3s, 32, and 39, and the load receiving jig that engages with it is applied to both the front and back surfaces of the component 1, so that the opposing load receiving jig approaches and closes the crack 2. Load P1 in the direction that stops the opening. P2 and P9 are loaded and fixed.
これにより、亀裂2の開口量は図中点線で示すように6
2に減じて、その後の亀裂進展が抑止されることになる
。なお亀裂2を挾んで穿設する貫通孔31等の対数は多
いほど効果は大きいが、その数は亀裂2寸法と後述する
荷重負荷治具の寸法との関係で自ずと制限があり、また
荷重負荷治具は、多数対配設するためにできるだけコン
パクトであることが望ましい。As a result, the opening amount of crack 2 is 6 as shown by the dotted line in the figure.
2, subsequent crack growth will be inhibited. The greater the number of through-holes 31 etc. drilled across the crack 2, the greater the effect, but the number is naturally limited by the relationship between the dimensions of the crack 2 and the dimensions of the load-bearing jig, which will be described later. It is desirable that the jigs be as compact as possible so that a large number of pairs can be provided.
次に第1実施例の第2図において、構成部材1aに発生
した亀裂2aを挾んで明けた円孔状の貫通孔3aに、−
杯に充填される直径で構成部材1aの表裏両面に突出す
る長さの丸棒状の荷重受治具4aを差し込んだうえ、対
向する荷重受治具4aを抱持する棒状の荷重負荷治具5
aを構成部材1aの表裏両面にセントする。この荷重負
荷治具5aには同治具の一部であるねじ6aを設けてお
り、これを締め付けることにより、対向荷重受治具4a
、4aが接近し亀裂2aの開口を止める方向の荷重Pを
負荷することができる。Next, in FIG. 2 of the first embodiment, -
A round bar-shaped load receiving jig 4a with a diameter that is filled in the cup and a length that protrudes from both the front and back surfaces of the component 1a is inserted, and a bar-shaped load receiving jig 5 that holds the opposing load receiving jig 4a is inserted.
A is placed on both the front and back sides of the component 1a. This load bearing jig 5a is provided with a screw 6a which is a part of the jig, and by tightening this, the opposing load receiving jig 4a
, 4a approach and can apply a load P in a direction to stop the opening of the crack 2a.
また第2実施例の第3図においては、第1実施例と同様
の手順で貫通孔3bに荷重受治具4bを差し込んだうえ
、同様の荷重負荷治具5bを予め高温に熱して、構成部
材1bの表裏両面にセントし、その焼ばめ効果により荷
重Pを作用せしめるようにしている。In addition, in FIG. 3 of the second embodiment, a load receiving jig 4b is inserted into the through hole 3b in the same manner as in the first embodiment, and a similar load receiving jig 5b is preheated to a high temperature. A load P is applied to both the front and back surfaces of the member 1b by the shrink fit effect.
更に第3実施例の第4図において、第1゜第2実施例と
同様の手順で貫通孔3Cに荷重受治具4Cを差し込んだ
うえ、荷重受治具4cを抱持し外周面にテーパーを有す
るリング状の荷重負荷治具5Cと、その外側にテーパー
面で外嵌されたリング状の荷重負荷治具6cとを、構成
部材ICの表裏両面にセントし、荷重負荷治具6Cを矢
印7Cの方向に打ち込むことにより荷重Pを負荷するこ
とができる。なお荷重負荷後、繰返し荷重によりテーパ
一部が緩むことが懸念されるため、溶接8Cによって両
荷重負荷治具5c、6cを固着することが望ましい。Further, in FIG. 4 of the third embodiment, the load receiving jig 4C is inserted into the through hole 3C in the same manner as in the first embodiment and the second embodiment, and the outer peripheral surface is tapered while holding the load receiving jig 4c. A ring-shaped load-bearing jig 5C having a ring-shaped load-bearing jig 5C and a ring-shaped load-bearing jig 6c fitted on the outside with a tapered surface are placed on both the front and back sides of the component IC, and the load-bearing jig 6C is aligned with the arrow. A load P can be applied by driving in the direction of 7C. Note that after applying the load, there is a concern that a portion of the taper may loosen due to repeated loads, so it is desirable to fix both the load applying jigs 5c and 6c by welding 8C.
更にまた第4実施例の第5図において、上記各実施例と
同様の手順で貫通孔3dに荷重受治具4dを差し込んだ
うえ、ねじテーパー面で嵌合する2重リング状の荷重負
荷治具5d、6dを、構成部材1dの表裏両面にセット
し、荷重負荷治具6dを矢印9dの方向に締め付けるこ
とにより荷重Pを負荷することができる。Furthermore, in FIG. 5 of the fourth embodiment, a load receiving jig 4d is inserted into the through hole 3d in the same manner as in each of the above embodiments, and a double ring-shaped load receiving jig is inserted into the through hole 3d. The load P can be applied by setting the tools 5d and 6d on both the front and back surfaces of the component 1d and tightening the load application jig 6d in the direction of the arrow 9d.
以下に、本発明方法の効果を調べるために溶接構造モデ
ルによる疲労試験を行った具体的実験例を、第6図につ
いて説明する。A specific example of an experiment in which a fatigue test was conducted using a welded structure model in order to examine the effects of the method of the present invention will be described below with reference to FIG.
試験体は縦655鶴、横350m、厚さ10鰭の板材に
スチフナーを付けたモデルで、変動荷重20 tonを
負荷して疲労試験を行また。その結果繰返し数9.7
X 105回で、図4鎖線円内に示すように横方向に長
さ95m(j疲労亀裂となり、I!続して試験を行うと
図4曲線の点線で示すように進展することが予tされた
。The test specimen was a plate with a stiffener attached, measuring 655 cranes in length, 350 m in width, and 10 fins in thickness.Fatigue tests were conducted under a variable load of 20 tons. As a result, the number of repetitions is 9.7
X 105 times, a fatigue crack with a length of 95 m (j) in the lateral direction as shown in the dashed line circle in Fig. It was done.
そこでこの時点で試験を中断し、上記第1実施例の方法
で、図中鎖線円内に示すように亀裂の開口を止める方向
の荷重を負荷した。Therefore, the test was interrupted at this point, and a load was applied in the direction of stopping the opening of the crack, as shown in the chain line circle in the figure, using the method of the first embodiment.
なおこのときストップホールは加工しなか−た。その後
、中断前と同条件で疲労試験を晒開した結果、疲労亀裂
の進展は全く生ぜず、本発明方法の効果が確認された。Note that no stop holes were machined at this time. Thereafter, a fatigue test was carried out under the same conditions as before the suspension, and as a result, no fatigue cracks developed at all, confirming the effectiveness of the method of the present invention.
要するに本発明によれば、機械、構造物σ構成部材に発
生した亀裂を挾む適宜数の対[位置に対で部材表裏に通
る適宜形状1寸法σ貫通孔を穿設し、同貫通孔に荷重受
治具を1人したうえ同治具に荷重負荷治具を係合さ4て
上記対向荷重受治具が接近し上記亀裂のi4゜
口を止める方向に荷重を負荷して固定することにより、
ストップホール法に準じた簡単な施工内容により機械、
Il構造物構成部材に発生した亀裂の進展を適確に抑止
することができ、高力ボルト摩擦接合法に準じた安定し
た寿命延長効果を発揮することができる亀裂進展抑止方
法を得るから、本発明は産業上極めて有益なものである
。In short, according to the present invention, an appropriate number of pairs of 1-dimensional σ through-holes passing through the front and back of the member are bored in pairs at positions that sandwich cracks that have occurred in the σ constituent members of machines and structures; By placing a load receiving jig on one person and engaging the load applying jig with the same jig, the opposing load receiving jig approaches and fixes by applying a load in the direction to stop the i4° opening of the crack. ,
The machine can be easily installed using the stop-hole method.
The present invention provides a crack propagation suppression method that can accurately suppress the propagation of cracks that have occurred in structural members of Il structures, and can exhibit a stable life extension effect similar to that of high-strength bolt friction welding. The invention is extremely useful industrially.
第1図は本発明亀裂進展抑止方法の基本原理を示す平面
図、第2図は第1実施例、第3図は第2実施例、第4図
は第3実施例、第5図は第4実施例を示し、それぞれ(
A)は平面図、(B)は(A)のB−Bに沿った断面図
、第6図は具体的実験例の説明図である。
第7図は従来のストップホール法を示す平面図、第8図
は従来の高力ボルト摩擦接合法を示し、同図(A)は平
面図、同図(B)は側面図である。
1、la、lb、lc、Ld−・・構成部材、2.2a
、2b、2c、2d−−・亀裂、3.。
32.39.3a、3b、3c、3d−−−貫通孔、4
a、4b、4c、4d=−荷重受治具、5a、6a、5
b、5c、6c、5d、6d・・・荷重負荷治具、P、
、P2.P、、P・・・荷重。FIG. 1 is a plan view showing the basic principle of the method for inhibiting crack growth of the present invention, FIG. 2 is a first embodiment, FIG. 3 is a second embodiment, FIG. 4 is a third embodiment, and FIG. Four examples are shown, and each (
A) is a plan view, (B) is a sectional view taken along line BB in (A), and FIG. 6 is an explanatory diagram of a specific experimental example. FIG. 7 is a plan view showing a conventional stop hole method, and FIG. 8 is a plan view showing a conventional high-strength bolt friction welding method, with FIG. 7(A) being a plan view and FIG. 8(B) being a side view. 1, la, lb, lc, Ld--constituent members, 2.2a
, 2b, 2c, 2d--Crack, 3. . 32.39.3a, 3b, 3c, 3d---Through hole, 4
a, 4b, 4c, 4d=-load receiving jig, 5a, 6a, 5
b, 5c, 6c, 5d, 6d...Load loading jig, P,
, P2. P,,P...Load.
Claims (1)
対向位置に対で部材表裏に通る適宜形状、寸法の貫通孔
を穿設し、同貫通孔に荷重受治具を挿入したうえ同治具
に荷重負荷治具を係合させて上記対向荷重受治具が接近
し上記亀裂の開口を止める方向に荷重を負荷して固定す
ることを特徴とする亀裂進展抑止方法。Pairs of through-holes of an appropriate shape and size passing through the front and back of the member are drilled at an appropriate number of opposing positions sandwiching the cracks that have occurred in the structural members of machines and structures, and load receiving jigs are inserted into the through-holes. A method for inhibiting crack growth, characterized in that a load-bearing jig is engaged with the jig, and a load is applied and fixed in a direction in which the opposing load-receiving jig approaches and stops the opening of the crack.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP986290A JPH03213216A (en) | 1990-01-19 | 1990-01-19 | Crack progress suppressing method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP986290A JPH03213216A (en) | 1990-01-19 | 1990-01-19 | Crack progress suppressing method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03213216A true JPH03213216A (en) | 1991-09-18 |
Family
ID=11731951
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP986290A Pending JPH03213216A (en) | 1990-01-19 | 1990-01-19 | Crack progress suppressing method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03213216A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007044795A (en) * | 2005-08-09 | 2007-02-22 | Mitsubishi Heavy Ind Ltd | Crack development prevention structure, crack development preventing method and device therefor |
KR100738782B1 (en) * | 2005-11-11 | 2007-07-12 | 위아 주식회사 | Crack repair equipment |
JP2007216313A (en) * | 2006-02-14 | 2007-08-30 | Univ Of Ryukyus | Crack growth suppression method |
WO2013061982A1 (en) * | 2011-10-27 | 2013-05-02 | 株式会社Ihi | Method for controlling fatigue crack progression in metal member and metal member having controlled fatigue crack progression |
JP2014091950A (en) * | 2012-11-02 | 2014-05-19 | Toyota Auto Body Co Ltd | Crack development prevention structure |
JP2016061062A (en) * | 2014-09-18 | 2016-04-25 | 株式会社Ihi | Device and method for preventing crack development |
CN111719445A (en) * | 2020-07-03 | 2020-09-29 | 李品 | Crack repairing and reinforcing device for small bridge maintenance |
-
1990
- 1990-01-19 JP JP986290A patent/JPH03213216A/en active Pending
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2007044795A (en) * | 2005-08-09 | 2007-02-22 | Mitsubishi Heavy Ind Ltd | Crack development prevention structure, crack development preventing method and device therefor |
KR100738782B1 (en) * | 2005-11-11 | 2007-07-12 | 위아 주식회사 | Crack repair equipment |
JP2007216313A (en) * | 2006-02-14 | 2007-08-30 | Univ Of Ryukyus | Crack growth suppression method |
WO2013061982A1 (en) * | 2011-10-27 | 2013-05-02 | 株式会社Ihi | Method for controlling fatigue crack progression in metal member and metal member having controlled fatigue crack progression |
US8984955B2 (en) | 2011-10-27 | 2015-03-24 | Ihi Corporation | Method of arresting fatigue crack growth in metal member, and fatigue crack growth-arrested metal member |
JPWO2013061982A1 (en) * | 2011-10-27 | 2015-04-02 | 株式会社Ihi | Method for suppressing fatigue crack growth of metal member and metal member with suppressed fatigue crack growth |
JP2014091950A (en) * | 2012-11-02 | 2014-05-19 | Toyota Auto Body Co Ltd | Crack development prevention structure |
JP2016061062A (en) * | 2014-09-18 | 2016-04-25 | 株式会社Ihi | Device and method for preventing crack development |
CN111719445A (en) * | 2020-07-03 | 2020-09-29 | 李品 | Crack repairing and reinforcing device for small bridge maintenance |
CN111719445B (en) * | 2020-07-03 | 2021-09-21 | 山西省高速公路集团太原有限责任公司 | Crack repairing and reinforcing device for small bridge maintenance |
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