• Title/Summary/Keyword: Plate opening

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Shear resistance of corrugated web steel beams with circular web openings: Test and machine learning-based prediction

  • Yan-Wen Li;Guo-Qiang Li;Lei Xiao;Michael C.H. Yam;Jing-Zhou Zhang
    • Steel and Composite Structures
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    • v.47 no.1
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    • pp.103-117
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    • 2023
  • This paper presents an investigation on the shear resistance of corrugated web steel beams (CWBs) with a circular web opening. A total of five specimens with different diameters of web openings were designed and tested with vertical load applied on the top flange at mid-span. The ultimate strengths, failure modes, and load versus middle displacement curves were obtained from the tests. Following the tests, numerical models of the CWBs were developed and validated against the test results. The influence of the web plate thickness, steel grade, opening diameter, and location on the shear strength of the CWBs was extensively investigated. An XGBoost machine learning model for shear resistance prediction was trained based on 256 CWB samples. The XGBoost model with optimal hyperparameters showed excellent accuracy and exceeded the accuracy of the available design equations. The effects of geometric parameters and material properties on the shear resistance were evaluated using the SHAP method.

The Results of the First Ray Forefoot Osteotomy Using Low Profile Wedge Plate without a Bone Grafting for Pes Planus Correction (제 1열 전족부 절골술을 통한 평발 교정에 있어 골이식 없이 사용한 소형 쐐기형 금속판의 치료 결과)

  • Choi, Jun Young;Shin, Myung Jin;Suh, Jin Soo
    • Journal of Korean Foot and Ankle Society
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    • v.21 no.1
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    • pp.7-11
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    • 2017
  • Purpose: We retrospectively analyzed the radiographic and clinical results after the first ray of forefoot osteotomy using low profile wedge plate without additional cancellous bone grafting for pes planus correction. Materials and Methods: Twenty-four patients were enrolled in this study. Medial cuneiform opening wedge osteotomy was performed in 12 patients (Cotton osteotomy, group C) and first metatarsal base osteotomy was performed in 12 patients (group MT). Results: On average, the wedge size was 5.61 mm (5~6 mm). The mean time to radiographic union was 3.18 and 3.27 months in groups C and MT, respectively. Postoperative talonavicular coverage angle, talo-first metatarsal angle (anteroposterior), talo-first metatarsal angle (lateral), talo-calcaneal angle (lateral), medial cuneiform height, and American orthopaedic foot, as well as ankle society midfoot scale were significantly improved in both groups. Nonunion, delayed union or fixation failure was not presented in our series. Conclusion: We have shown that low profile wedge plate was effective in the case of first ray forefoot osteotomy for pes planus correction without any additional cancellous bone grafting.

Combined Mode I / III Stress Intensity Factor Analysis of a Crack in a Variable Thickness Plate (두께가 변화하는 부재 내의 혼합모드 I / III 균열의 응력확대 계수해석 - 3차원 유한요소해석 중심으로 -)

  • 양원호;최용식;조명래
    • Journal of the korean Society of Automotive Engineers
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    • v.15 no.2
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    • pp.112-120
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    • 1993
  • Variable thickness plates are commonly encountered in the majority of mechanical/structural components of industrial applications. And, as a result of the unsymmetry of the structure or the load and the anisoptropy of the materials, the cracks in engineering structures are generally subjected to combined stresses. In spite of considerable practical interest, however, a few fracture mechanics study on combined mode crack in a variable thickness plate have carried out. In this respect, combined mode 1/3 stress intensity factors $K_{1}$ and $K_{3}$ at the crack tip for a variable thickness plate were obtained by 3-dimensional finite element analysis. Variable thickness plates containing a central slant crack were chosen. the parameters used in this study were dimensionless crack length .lambda. crack slant angle .alpha, thickness ratio .betha. and width ratio .omega. Stress intensity factors were calculated by crack opening displacement(COD) and crack tearing displacement(CTD) method proposed by Ingraffea and Manu. The effect of thickness ratio .betha. on $K_{1}$ is relatively great in comparison to $K_{3}$.

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A study on reducing temperature rise of twin-glass evacuated tube solar collector during summer time (이중진공관형 태양열 집열기의 하절기 과열 방지에 대한 연구)

  • Bai, Sang-Eun;Bai, Cheol-Ho;Nam, Hyun-Kyu;Shin, Ki-Yeol;Yoo, In-Ho
    • Journal of the Korean Solar Energy Society
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    • v.33 no.3
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    • pp.36-41
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    • 2013
  • The reflection plate in twin-glass evacuated tube solar collector is controlled to reduce the overheat during the summer time. The sliding type and folding types are suggested and tested. The sliding type changes the plate angle and the folding type changes the opening angle of the reflection plate. By scattering the focus of the reflected radiation from the reflection plate, the temperature rise of the working fluid can be reduced. The sliding type shows the best results in overheat reduction. When solar radiation is 900 $W/m^2$, the temperature rise in one sliding type collector is reduced about $2^{\circ}C$ compared to that of the normal solar collector. When this method is applied to seven series-collectors in the field, the reduction of temperature rise during the summer time should be significant.

Welding Distortion Characteristics of Door Openings According to Changing Shape of Stiffener (Door Opening부의 보강재 형상변화에 따른 용접 변형 특성)

  • Lee, Dong-Hun;Seo, Jung-Kwan;Yi, Myung-Su;Hyun, Chung-Min
    • Journal of Ocean Engineering and Technology
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    • v.33 no.2
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    • pp.153-160
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    • 2019
  • Welding often results in welding distortion during the assembly process. The welding distortion of thin-plate structures such as the living quarters of ships and offshore installations is a more significant problem than in the case of thick-plate structures. Pre-stressing/heating and fairing, which are additional works to mitigate and control welding distortion, are inevitable, and the construction planning is accordingly delayed. In order to prevent welding distortion and minimize the additional work during the assembly process, increasing the plate thickness and/or the number of stiffeners may be a simple solution, but it may give rise to problems related to cost and weight. In this study, the welding distortion control effect of the type of stiffeners on the door openings of various living quarter structures was investigated using an experimental method and a finite element method. The results showed the feasibility of mitigating and controlling the welding distortion, and the optimum selection of the type of stiffeners was confirmed.

A Study on the Vibration Phenomena of the Duct-fan Systems in Fossil Fueled Boilers : Inlet Vortex Induced Excessive Vibration (화력 발전용 보일러 덕트-홴 시스템의 진동현상에 대한 연구 : 입구측 와류에 의한 과대진동 사례)

  • 김철홍;주영호
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.13 no.3
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    • pp.194-201
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    • 2003
  • During the operation, fatigue failures and cracks of duct plate due to excessive duct vibration occurred in a fan-duct system of fossil fueled boilers. We measured static pressure variation (pressure pulsation) in the outlet, and also measured vibration at the outlet duct of a centrifugal fan. It was found that strong pressure pulsation caused by the inlet vortex occurred in inlet vane of centrifugal fan in the middle range of vane opening. Thus, excessive duct vibration is caused by strong pressure pulsation. In this Paper, it is shown that the frequency and amplitude of pressure pulsation depend mainly on vane opening and are compared with duct vibration. Also, effective solution for reducing pressure pulsation and vibration are presented.

Excessive Vibration of the Fan-duct Systems in 500 MW Power Plant Boilers Due to Inlet Cone Vortex (Inlet Cone Vortex에 의한 500 MW급 발전용 보일러 홴-덕트 시스템의 과대진동)

  • Kim, Cheol Hong;Ju, Young Ho;Byun, Hyung Hyun
    • 유체기계공업학회:학술대회논문집
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    • 2000.12a
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    • pp.116-121
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    • 2000
  • During the operation, fatigue failures and cracks of duct plate due to excessive duct vibration occurred in the fan-duct systems of fossil fueled boilers. We measured static pressure variation(pressure pulsation) in the outlet, and also measured vibration at the outlet duct of a centrifugal fan. It was found that strong pressure Pulsation caused by the inlet vortex occurred in inlet vane of centrifugal fan in the middle range of vane opening. Thus, excessive duct vibration is caused by strong pressure pulsation. In this paper, it is shown that the frequency and amplitude of pressure pulsation depend mainly on vane opening and are compared with duct vibration. Also, effective solution for reducing pressure pulsation and vibration are presented.

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Sound Absorbing Characteristics According to Interior Configuration of Noise Barrier (흡음형 방음벽의 내부 구성에 따른 흡음특성)

  • 박진규;김상헌;김관주;박희준
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2003.05a
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    • pp.387-392
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    • 2003
  • This study is put a focus on the identification of sound characteristics according to the interior configuration of sound absorption material and air gap. Noise barrier is general consists of front perforated panel, air layer, sound absorption material, air gap and back plate. Noise barrier is required to the NRC value of 0.7. The absorbing performance of the noise barrier relies on the opening ratio of the perforated panel and the efficiency of the absorbing material. This study has observed the effect of opening ratio and hole size, the increase of sound absorbing performance by the configurations of sound absorption material and air gap. New designed noise barrier is achieved the acoustical performance of 0.87 the measurement in a reveration room.

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A Study on the Vibration Phenomena of the Duct-fan Systems in Fossil Fueled Boilers: Inlet Vortex Induced Excessive Vibration (화력 발전용 보일러 Duct/Fan 시스템의 진동현상에 대한 연구 : Inlet Vortex에 의한 과대진동 사례)

  • Kim, Cheol-Hong;Ju, Young-Ho;Byun, Hyung-Hyun
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2000.11a
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    • pp.82-87
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    • 2000
  • During the operation, fatigue failures and cracks of duct plate due to excessive duct vibration occurred in the fan-duct systems of fossil fueled boilers. We measured static pressure variation(pressure pulsation) in the outlet, and also measured vibration at the outlet duct of a centrifugal fan. It was found that strong pressure pulsation caused by the inlet vortex occurred in inlet vane of centrifugal fan in the middle range of vane opening. Thus, excessive duct vibration is caused by strong pressure pulsation. In this paper, it is shown that the frequency and amplitude of pressure pulsation depend mainly on vane opening and are compared with duct vibration. Also, effective solution for reducing pressure pulsation and vibration are presented.

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Deflection Evaluation of the Constructing-load Carrying Capacity for Deep Decking Floor System Reinforced with Both Ends Cap Plates (캡 플레이트로 단부 보강한 춤이 깊은 데크의 시공중 처짐성능평가)

  • Jeon, Sang Hyun;Kyung, Jae Hwan;Kim, Young Ho;Choi, Sung Mo;Yang, Il Seung
    • Journal of Korean Society of Steel Construction
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    • v.27 no.2
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    • pp.155-167
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    • 2015
  • If of application of the deep deckting floor in long span more than 6m, the deflection caused by the construction load occurred high. Because the constructing-works and safety by this deflection, take actually supports to laborers working on the deck. However, installed supports are having difficultly such as the restricted passage, deficiency of working space, and lowering of efficiency. And toward-opening deck is seen as local buckling of web plate, flexural-torsional buckling, and gradually opening of corrugated decking. In this study, we will suggest a deep decking floor system that reinforced with both ends cap plates for toward-opneing decking change from opening to closing. The constructing deflection of a deep decking more than 6m must be satified 30mm and L/180 as proposed. Full-scale field tests loading by sand conducted a deep decking reinforced with and without cap plate. In conclusion, the specimen reinforced with cap plates have shown that to ensure the negative moment $wl^2/18$. And constructing-deflection of deep decking shown that to satisfy the evaluation value (L/180 or 30mm).