• Title/Summary/Keyword: Vertical diaphragm

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Research on rib-to-diaphragm welded connection by means of hot spot stress approach

  • Wang, Binhua;Lu, Pengmin;Shao, Yuhong
    • Steel and Composite Structures
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    • v.18 no.1
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    • pp.135-148
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    • 2015
  • The cutout hole locating at the place of rib-to-diaphragm welded connection is adopted to minimize the restraint, which is caused by the floor-beam web to rib rotation at the support due to the unsymmetrical loads in orthotropic deck. In practice, an inevitable problem is that there is a large number of welding joint's cracks formed at the edge of cutout hole. In this study, a comparative experiment is carried out with two types of cutout hole, the circular arc transition and the vertical transition. The fatigue life estimation of specimens is investigated with the application of the structural hot spot stress approach by finite element analyses. The results are compared with the ones of the fatigue tests which are carried out on these full-scale specimens. Factors affecting the stress range are also studied.

Finite Element Analysis of Diaphragm Type Air Springs considering the Variation of Fiber Angles (섬유의 적층각을 고려한 다이아프램형 공기 스프링의 유한요소 해석)

  • Lee, Hyeoun-Guk;Kim, Se-Ho;Heo, Hun;Kim, Jin-Yeong;Chung, Su-Gyo
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 1999.04a
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    • pp.29-33
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    • 1999
  • this paper concerned with the stress analysis of a diaphragm-type air spring which consists of rubber linings nylon reinforced rubber composite. The analysis is carried out with a finite element method developed to consider the orthotropic properties geometric non-linearity and contact between an air bag and a bead ring The material properties are evaluated with the Halpio-Tsai equations and the rule of mixture. The analysis results demonstrate the variation of the outer diameter the fold height and the vertical force with different models to the design a proper diaphragm air springs.

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Evaluation of Diaphragm Effect for Hybrid Structural Systems Using Finite Element Method (유한요소법을 이용한 주상복합건물의 강막작용에 의한 영향 평가)

  • 김희철;최성우;홍원기
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.16 no.1
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    • pp.19-32
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    • 2003
  • The structural system of a hybrid building is composed of upper shear wall which resist lateral force by bending deformation and lower frame which resist lateral force by shear deformation. A deep transfer girder is used to transfer gravity load safely from super structures to structural frame beneath. Because of the vertical discontinuity, a building with transfer girder must be analyzed by dynamic analysis. However, this structural system has many problems in performing dynamic analysis that cannot be solved by general analysis procedure. The slabs In transfer floor are considered as either a Plate element or a rigid diaphragm in finite element analysis without appropriate evaluation of their characteristics. Therefore, a reasonable analysis method is proposed in this study by evaluating the diaphragm effect of a hybrid structure system.

Development of Diaphragm-type Stylus Probe for Ultra-precision On-machine Measurement Application (초정밀 기상측정용 다이아프램 타입 접촉식 프로브의 개발)

  • Lee, Jung-Hoon;Lee, Chan-Hee;Choi, Joon-Myeong;Kim, Ho-Sang
    • Journal of the Korean Society for Precision Engineering
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    • v.29 no.8
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    • pp.845-852
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    • 2012
  • The diaphragm-type stylus probe was developed for ultra-precision on-machine measurement (OMM) application. This probe is equipped with two diaphragms which are parallel and one capacitive sensor is used for detecting the vertical motion of end tip in the stylus when it is contacted to the optical freeform surface. For better performance of proposed probes, several design parameters such as axial stiffness and the lateral deformations were investigated with finite element analysis techniques. To verify the feasibility, the profiles of the master sphere ball were measured on the ultra-precision milling machine. The measurement results show that the proposed probe can calculate the radius of the circle within the accuracy of 0.1 ${\mu}m$ for the ultraprecision optical surface.

Efficient Analysis of Shear Wall Strustures with Pilotis considering the in-plane stiffness of the floor slabs (바닥슬래브의 면내강성을 고려한 필로티 구조물의 효율적인 거동분석)

  • Kim Hyun-Su;Kim Hye-Sook;Kim Hyun-Jung;Lee Dong-Guen
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2006.04a
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    • pp.865-872
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    • 2006
  • Recently, many apartment buildings in the shear wall system often has pilotis in the lower story to meet the architectural needs. If the lateral force resisting system consists of shear walls supported by columns and beams. the discontinuity at the lowest level with pilotis results in the vertical irregularity with strength and stiffness. So, there are needs to be considered tile analysis and design about column and beam bellow shear walls and the behavior and stress condition of structure by stiffness change being generated at shear walls. The purpose of this paper is to investigate the behavior of shear wall structures with pilotis using the floors modeled as rigid diaphragm or semi rigid diaphragm. Through analyses, after estimating values of the story drift, natural period, stress condition of shear walls and the forces of column, we inferred how the behavior of shear wall structures with pilotis was influenced by the floor stiffness.

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Measured structural response of a long irregular pit constructed using a top-down method

  • Yang, Sun;Yufei, Che;Zhenxue, Gu;Ruicai, Wang;Yawen, Fan
    • Geomechanics and Engineering
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    • v.31 no.5
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    • pp.489-503
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    • 2022
  • A 1257-m-long irregular deep foundation pit located in the central of Nanjing, China was constructed using the combined full-width and half-width top-down method. Based on the long-term field monitoring data, this study analyzed the evolution characteristics of the vertical movement of the columns, internal force of the struts, and axial force of the structural beam and slab. The relevance of the three mentioned above and their relationship with the excavation process, structural system, and geological conditions were also investigated. The results showed that the column uplift was within the range of 0.08% to 0.22% of the excavation depth, and the embedded depth ratio of the diaphragm wall and the bottom heave affected significantly on the column uplift. The differential settlement between the column and diaphragm wall remained unchanged after the base slab was cast. The final settlement of the diaphragm wall was twice the column uplift. The internal force of the struts did not varied monotonically but was related to numerous factors such as the excavation depth, number of struts, and environmental conditions. Additionally, the dynamic force and deformation of the columns, beams, and slabs were analyzed to investigate the inherent relationship and variation patterns of the responses of different parts of the structure.

Reconstruction of Extensive Diaphragmatic Defects Using the Rectus Abdominis Muscle and Fascial Flap

  • Shumpei Kato;Hisashi Sakuma;Takako Fujii;Ichiro Tanaka;Junichi Matsui
    • Archives of Plastic Surgery
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    • v.50 no.2
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    • pp.166-170
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    • 2023
  • Diaphragmatic reconstruction is required for extensive diaphragmatic defects associated with tumor resection. Methods using artificial mesh and autologous tissues, such as pedicled flaps, have been reported predominantly for diaphragmatic reconstruction. We present the case of a 61-year-old woman who presented with a 14×13×12 cm tumor in the abdominal cavity of the upper left abdomen on computed tomography. The diaphragm defect measuring 12×7 cm that occurred during excision of the malignant tumor was reconstructed using the rectus abdominis muscle and fascial flap. The flap has vertical and horizontal vascular axes; therefore, blood flow is stable. It also has the advantage of increasing the range of motion and reducing twisting of the vascular pedicles. Fascial flap does not require processing such as thinning and can be used during suture fixation. This procedure, which has rarely been reported so far, has many advantages and may be a useful option for diaphragm reconstruction.

Numerical study of steel box girder bridge diaphragms

  • Maleki, Shervin;Mohammadinia, Pantea;Dolati, Abouzar
    • Earthquakes and Structures
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    • v.11 no.4
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    • pp.681-699
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    • 2016
  • Steel box girders have two webs and two flanges on top that are usually connected with shear connectors to the concrete deck and are also known as tub girders. The end diaphragms of such bridges comprise of a stiffened steel plate welded to the inside of the girder at each end. The diaphragms play a major role in transferring vertical and lateral loads to the bearings and substructure. A review of literature shows that the cyclic behavior of diaphragms under earthquake loading has not been studied previously. This paper uses a nonlinear finite element model to study the behavior of the end diaphragms under gravity and seismic loads. Different bearing device and stiffener configurations have been considered. Affected areas of the diaphragm are distinguished.

NUMERICAL INVESTIGATION OF VORTICAL FLOW INDUCED BY A SYNTHETIC JET ACTUATOR (Synthetic Jet 주위 유도 와류에 대한 수치 해석)

  • Park, S.H.;Sa, J.H.;Yu, Y.H.
    • 한국전산유체공학회:학술대회논문집
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    • 2006.10a
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    • pp.120-125
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    • 2006
  • Piezoelectric actuators have been investigated for flow control in the field of fluid dynamics. Numerical simulation for a single diaphragm piezoelectric actuator operating in quiescent air is performed to investigate the complex flow field around the slot exit. A periodic velocity transpiration condition is applied to simulate the effect of the moving diaphragm. The computational results for the flow field around the slot exit agree well with the experimental data. The results also show that low pressure regions due to the vortex pairing cause non-monotonic variations in the vertical velocity.

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Vertical Axillary Muscle Sparing Thoracotomy in Thoracic Surgery (흉부 수술에 있어 수직액와 근육보존 개흉술의 적용)

  • Won, Tae-Hui;Seong, Suk-Hwan
    • Journal of Chest Surgery
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    • v.28 no.1
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    • pp.42-46
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    • 1995
  • Vertical axillary muscle sparing thoracotomy is newly appeared and excellent alternative method of standard posterolateral thoracotomy.It has many advantages compared to standard posterolateral thoracotomy , less postoperative pain, well preserved thoracic muscle strength, full range of motion of the shoulder girdle and attractive cosmetic results. We performed vertical axillary muscle sparing thoracotomy in 36 patients from November 1993 to July 1994. The ages of the patients ranged from 6 months to 71 years[mean 45.1 years , and the patients consisted of 20 males and 16 females.The preoperative diagnosis were as follows : lung cancer in 17 patients, tbc destroyed lung in 7, bronchiectasis in 3, bullous emphysema in 3 and the others are mediastinal tumor, bronchogenic cyst, lung abscess, empyema, esophageal diverticulum, and CCAM [congenital cystic adenomatoid malformation . The operative procedures were as follows : lobectomy and bilobectomy in 16 patients, segmentectomy in 4, wedge resection in 3, penumonectomy in 7, and the others were open biopsy, lobectomy with diaphragm excision, sleeve right upper lobectomy, decortication, mediastinal mass excision, and esophageal diverticulectomy. We had 6 complications : postoperative bleeding in 2 cases, operative wound infection, arrrhythmia[atrial fibrillation , Horner`s syndrome, hoarseness. The subcutaneous seroma occurred in 4 cases but did not require drainage and relieved within 4 weeks spontaneously. We concluded that vertical axillary muscle sparing thoracotomy could be done in most of all thoracic surgery with safety. Comparing to standard posterolateral thoracotomy vertical axillary muscle sparing thoracotomy has many advantages such as less postoperative pain, well preserved muscle strengths and good cosmetic results.

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