• 제목/요약/키워드: Tube Bulging

검색결과 29건 처리시간 0.025초

열처리 영향도에 따른 강관 하이드로포밍 성형성 분석 (Effect of Heat Treatments on the Steel Tube Hydroformabillity)

  • 박광수;김봉준;문영훈
    • 열처리공학회지
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    • 제18권4호
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    • pp.223-228
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    • 2005
  • Tube hydroforming provides a number of advantages over conventional stamping process, including fewer secondary operation, weight reduction, assembly simplification, adaptability to forming of complex structural components and improved structural strength and stiffness. It can produce wide range of products such as subframe, engine cradle, and exhaust manifold. In this study, the effect of the heat treatment conditions such as post seam annealing (PSA) and bright annealing (BA) on the ovality and hydro-formability of steel tubes has been investigated. Hydroformabilities have been estimated by the bulging heights obtained at various processing parameters such as internal pressure, axial feeding and heat treatment conditions. The ovality and forming height are strongly influenced by material properties after heat treatments.

Analysis of axial compression performance of BFRRAC-filled square steel tubular column

  • Xianggang Zhang;Jixiang Niu;Wenlong Shen;Dapeng Deng;Yajun Huang
    • Steel and Composite Structures
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    • 제49권4호
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    • pp.457-471
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    • 2023
  • To make up for the performance weaknesses of recycled aggregate concrete (RAC), expand the application range of RAC, and alleviate the environmental problems caused by excessive exploitation of natural coarse aggregates (NCA), this study proposes a basalt fiber-reinforced recycled aggregate concrete (BFRRAC)-filled square steel tubular columns that combines two modification methods of steel tube and fiber, which may greatly enhance the mechanical properties of RAC. The axial compression performance for BFRRAC-filled square steel tubular columns was reported during this study. Seven specimens with different replacement ratios of recycled coarse aggregate (RCA), length-diameter ratios, along with basalt fiber (BF) contents were designed as well as fabricated for performing axial compression test. For each specimen, the whole failure process as well as mode of specimen were discovered, subsequently the load-axial displacement curve has obtained, after which the mechanical properties was explained. A finite element analysis model for specimens under axial compression was then established. Subsequently, based on this model, the factors affecting axial compression performance for BFRRAC-filled square steel tubes were extended and analyzed, after which the corresponding design suggestion was proposed. The results show that in the columns with length-diameter ratios of 5 and 8, bulging failure was presented, and the RAC was severely crushed at the bulging area of the specimen. The replacement ratio of RCA as well as BF content little affected specimen's peak load (less than 5%). As the content of BF enhanced from 0 kg/m3 to 4 kg/m3, the dissipation factor and ductility coefficients increased by 10.2% and 5.6%, respectively, with a wide range.

Mechanical behaviour of composite columns composed of RAC-filled square steel tube and profile steel under eccentric compression loads

  • Ma, Hui;Xi, Jiacheng;Zhao, Yaoli;Dong, Jikun
    • Steel and Composite Structures
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    • 제38권1호
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    • pp.103-120
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    • 2021
  • This research examines the eccentric compression performance of composite columns composed of recycled aggregate concrete (RAC)-filled square steel tube and profile steel. A total of 17 specimens on the composite columns with different recycled coarse aggregate (RCA) replacement percentage, RAC strength, width to thickness ratio of square steel tube, profile steel ratio, eccentricity and slenderness ratio were subjected to eccentric compression tests. The failure process and characteristic of specimens under eccentric compression loading were observed in detail. The load-lateral deflection curves, load-train curves and strain distribution on the cross section of the composite columns were also obtained and described on the basis of test data. Results corroborate that the failure characteristics and modes of the specimens with different design parameters were basically similar under eccentric compression loads. The compression side of square steel tube yields first, followed by the compression side of profile steel. Finally, the RAC in the columns was crushed and the apparent local bulging of square steel tube was also observed, which meant that the composite column was damaged and failed. The composite columns under eccentric compression loading suffered from typical bending failure. Moreover, the eccentric bearing capacity and deformation of the specimens decreased as the RCA replacement percentage and width to thickness ratio of square steel tube increased, respectively. Slenderness ratio and eccentricity had a significantly adverse effect on the eccentric compression performance of composite columns. But overall, the composite columns generally had high-bearing capacity and good deformation. Meanwhile, the mechanism of the composite columns under eccentric compression loads was also analysed in detail, and the calculation formulas on the eccentric compression capacity of composite columns were proposed via the limit equilibrium analysis method. The calculation results of the eccentric compression capacity of columns are consistent with the test results, which verify the validity of the formulas, and the conclusions can serve as references for the engineering application of this kind of composite columns.

증기발생기 전열관 확관천이부위 축방향 관통균열의 관막음 기준에 관한 연구 (Study on Plugging Criteria for Thru-wall Axial Crack in Roll Transition Zone of Steam Generator Tube)

  • 박명규;김영종;전장환;김종민;박준수
    • 대한기계학회논문집A
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    • 제20권9호
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    • pp.2894-2900
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    • 1996
  • The stream generator tubes represent an integral part of a major barrier against the fission product release to the environment. So, the rupture of these tubes could permit flow of reactor coolant into the secondary system and injure the safety of reactor coolant system. Therefore, if the crack was detected during In-Service Inspection of tubes the cracked tube should be evaluated by the pulgging criteria and plugged or not. In this study, the fracture mechanics evaluation is carried out on the thru-wall axial crack due to Primary Water Stress Corrosion Cracking in the roll transition aone of steam generator tube to help the assurence the integrity of tubes and estabilish the plugging criteria. Due to the Inconel which is used as tube material is more ductile than others, the plastic instability repture theory was used to calculate the critical and allowable crack length. Based on Leak Before Break concept the leak rate for the critical crack length and the allowable leak rate are compared and the safety of tubes was given.

관통균열이 존재하는 증기발생기 전열관의 파열압력 평가 (Burst Pressure Evaluation for Through-Wall Cracked Tubes in the Steam Generator)

  • 김현수;김종성;진태은;김홍덕;정한섭
    • 대한기계학회논문집A
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    • 제28권7호
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    • pp.1006-1013
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    • 2004
  • Operating experience of steam generators shows that the tubes are degraded by stress corrosion cracking, fretting wear and so on. These defected tubes could stay in service if it is proved that the tubes have sufficient structural margin to preclude the risk of tube bursting. This paper provides detailed plastic limit pressure solutions for through-wall cracks in the steam generator tubes. These are developed based on three dimensional(3D) finite element analyses assuming elastic-perfectly plastic material behavior. Both axial and circumferential through-wall cracks in free span and in u-bend regions are considered. The resulting limit pressure solutions are given in a polynomial form, and thus can be simply used in practical integrity assessment of the steam generator tubes.

The seismic performance of steel pipe-aeolian sand recycled concrete columns

  • Yaohong Wang;Kangjie Chen;Zhiqiang Li;Wei Dong;Bin Wu
    • Earthquakes and Structures
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    • 제26권1호
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    • pp.77-86
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    • 2024
  • To investigate the seismic performance of steel pipe-aeolian sand recycled concrete columns, this study designed and produced five specimens. Low-cycle repeated load tests were conducted while maintaining a constant axial compression ratio. The experiment aimed to examine the impact of different aeolian sand replacement rates on the seismic performance of these columns. The test results revealed that the mechanical failure modes of the steel pipe-recycled concrete column and the steel pipe-aeolian sand recycled concrete column were similar. Plastic hinges formed and developed at the column foot, and severe local buckling occurred at the bottom of the steel pipe. Interestingly, the bulging height of the damaged steel pipe was reduced for the specimen mixed with an appropriate amount of wind-deposited sand under the same lateral displacement. The hysteresis curves of all five specimens tested were relatively full, with no significant pinching phenomenon observed. Moreover, compared to steel tube-recycled concrete columns, the steel tube-aeolian sand recycled concrete columns exhibited improved seismic energy dissipation capacity and ductility. However, it was noted that as the aeolian sand replacement rate increased, the bearing capacity of the specimen increased first and then decreased. The seismic performance of the specimen was relatively optimal when the aeolian sand replacement rate was 30%. Upon analysis and comparison, the damage analysis model based on stiffness and energy consumption showed good agreement with the test results and proved suitable for evaluating the damage degree of steel pipe-wind-sand recycled concrete structures.

삼출성중이염과 중이내 통기관 유치술의 임상적 고찰 (The Clinical Considerations of Serous Otitis Media and Ventilation Tube)

  • 김영명;박인용;장태영;심형보
    • 대한기관식도과학회:학술대회논문집
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    • 대한기관식도과학회 1982년도 제16차 학술대회연제순서 및 초록
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    • pp.14.2-15
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    • 1982
  • 삼출성 중이염은 이 질환중 가장 많은 도를 차지하는 질환의 하나로서 1869 년 Politzer가 최초로 기술하고 치료법을 소개한 이후로 현재까지 그 병인 및 다양한 치료법이 연구 개발되어 왔으며 이중 중이내 통기관 유치술은 1954년 Armstrong에 의해 성공적으로 시행된 이후 여러 학자들에 의해 변형 발전되어 최근에 이르러서는 삼출성 중이염의 치료에 있어서 가장 보편적인 방법으로 사용되고 있으나 또한 그에 따른 합병증 때문에 논란의 대상이 되고 있다. 연자 등은 삼출성중이염의 임상적 측면을 재검토하고 중이내 통기관유치술의 치료효과 및 합병증을 조사하여 그 유용성을 확인 하고자 1981. 1. 1부터 1982. 2. 28 까지 1년 2 개월 동안 본원 이비인후과에서 중이내 통기관유치술을 시행한 환자 97명 (157이)을 대상으로 하여 삼출성중이염의 증상, 연령분포, 동반질환, 고막의 이학적 소견, 청력손실의 정도와 술후의 청력증진, 합병증 등을 분석하여 다음과 같은 결과를 얻었다. 사용한 통기관으로는 Sheehy의 collar button tube와, Per Lee tube였다. 1) 증상의 빈도는 29례중 청력소실 29례(100%) 이명 19례 (65.6%) 자성강청(Autophony), 12례 (44.4%) 이충만감 10례 (34.5%)의 순이었다. 2) 연령분포는 6∼10세가 42례 (43.3%)로 제일 많은 비율을 차지하였고 20세 이상의 성인도 23례(23.5%)나 있었다. 3) 소아에서는 주로 양측성으로, 성인에서는 일측성으로 발생하는 경향을 보여주었다. 4) 동반질환으로는 편도 및 아데노이드비후가 49례 (50.5%). 부비동염 15례 (15.5%), 비알레르기 4례 (4.1%)등의 순이었다. 5) 술전 고막소견은 함몰 62귀 (42.7%), 팽윤 37귀 (23.6%), 변색(21.7%)등의 순이었으며 특별한 병적 소견이 없는 경우고 29귀 (18.5%)나되었다. 6) 삼출액의 특성은 15세이하의 소아에서는 점액성이 84.2%로 많았고 성인에서는 장액성이 62.5%로 많았다. 7) 술전 기골도차는 21∼30dB가 48귀 (30.6%)로 제일 많은 비율을 차지하고 있었으며 평균 25.3dB이었다. 8) 술후 청력증지은 10dB 이상 증가한 경우가 24귀 (72.7%)로서 평균 17.2dB였다. 9) 합병증으로는 감염이 37귀 (23.6%) 무기화 3귀(1.9%)과립조직의 증식 2귀 (1.3%) 영구천공 2귀 (1.3%)의 순이었다. 10) 술후 감염증이 있었던 37 귀중 수술직후부터 계속되었던 경우가 19 귀(51.4%), 도중에 발생한 경우가 18 귀(48.6%)였으며 이들중 26귀(70.3%)에서는 대증요법으로서 치유되었으며 11귀 (29.7%)에서는 통기관을 제거한 후에야 감염증이 치유되었다.

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Experimental study of buckling-restrained brace with longitudinally profiled steel core

  • Lu, Junkai;Ding, Yong;Wu, Bin;Li, Yingying;Zhang, Jiaxin
    • Structural Engineering and Mechanics
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    • 제81권6호
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    • pp.715-728
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    • 2022
  • A new type of buckling-restrained braces (BRBs) with a longitudinally profiled steel plate working as the core (LPBRB) is proposed and experimentally investigated. Different from conventional BRBs with a constant thickness core, both stiffness and strength of the longitudinally profiled steel core along its longitudinal direction can change through itself variable thickness, thus the construction of LPBRB saves material and reduces the processing cost. Four full-scale component tests were conducted under quasi-static cyclic loading to evaluate the seismic performance of LPBRB. Three stiffening methods were used to improve the fatigue performance of LPBRBs, which were bolt-assembled T-shaped stiffening ribs, partly-welded stiffening ribs and stiffening segment without rib. The experimental results showed LPBRB specimens displayed stable hysteretic behavior and satisfactory seismic property. There was no instability or rupture until the axial ductility ratio achieved 11.0. Failure modes included the out-of-plane buckling of the stiffening part outside the restraining member and core plate fatigue fracture around the longitudinally profiled segment. The effect of the stiffening methods on the fatigue performance is discussed. The critical buckling load of longitudinally profiled segment is derived using Euler theory. The local bulging behavior of the outer steel tube is analyzed with an equivalent beam model. The design recommendations for LPBRB are presented finally.

흉총창에 의한 심방파열 치험 2례

  • 이두연;곽상룡
    • Journal of Chest Surgery
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    • 제13권1호
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    • pp.60-65
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    • 1980
  • We have experienced 2 cases of the hunshot wound sof the chest involving cardiac injuries at department of the thoracic surgery, Capital Armed Forces General Hospital during I year from April I 1979 to Jan. 1980. In one case of two patients , he was a 22 years old man who was transported to this emergency room 4 hour 10 minutes after having gunshot wound of the left chest by helicopter. Physical examination showed small inlet in left 3rd ICS and left parasternal border, large outlet in left 8th ICS and left scapular line, no breath sound on left side and distant heart sound. chest roentgenography demonstrated marked pleural effusion in left side and mediastinum shifted to right. As soon as chest X-ray was taken, the bleeding through penetrating wound became profuse and cardiac arrest ensued. Closed chest cardiac massage was started and vigorous transfusion continued, but no effective cardiac activity could not be obtained. The patient was pronounced dead due to exsanguinating hemorrhage from wuwpected cardiac wounds. In this critically injured patient with evidence of intrathoracic hemorrhage and suspected cardiac penetration, only emergency thoracic exploration and immediate surgical control of bleeding points might offer the maximum possibility of survival. The other case was a 23 years old man who was transferred to the emergency room 4 hours 50 minutes after having kmultiple communicated fractures of sternum and linear fracture of right mandible by a missile. Examination revealed about 30% skin loss of the anterior chest wall, weak pulse of 96 beats/min., distant heart sound and decreased breath sounds bilaterally. finding on the chest X-ray films showed multiple sternal fractures, marked pericardial effusion indicating hemopericardium. So, the patient was moved immediately to the operation room where, after endotracheal tube inserted, a median sternotomy was performced. A hemorrhagic congestion of the right upper lobe and marked bulging pericardium were disclosed. The pericardium was opened anterior to right phrenic nerve and exsanguinating hemorrhage ensued from the 0.5cm lacerated wound in the auricle of right atrium. The rupture site of right atrium was occluded with non-crushing vascular clamps and then was over sewn with interrupted sutures. It was thought to be highly possible that he was alive long enough to have cardiorrhaphy because of cardiac tamponade, which prevented exsanguinating hemorrhage. He was taken closed reduction for linear fracture of right mandible 2 weeks after repair of ruptured right auricle in dental clinic. This patient's post-operative course was not eventful.

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