• Title/Summary/Keyword: Steel rod

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Fracture behaviors of R/C Beam Strengthened with FRP- Rod and GSP (FRP-Rod와 GSP로 보강된 철근 콘크리트보의 파괴 거동)

  • Kim, Chung-Ho;Ko, Sin-Woong;Hwang, Yun-Hee
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.181-184
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    • 2006
  • In this investigation, fracture mechanism of the pre-cracked beams strengthened with FRP-Rod and GSP(Glass Fiber-Steel Plate) were experimentally studied by the repeating load test according to the three different loading speeds. In the experiments, it was identified that pre-crack in the damaged beams led the significant fracture type of the strengthened beams and loading speed did not influence the behaviors of the fractures. On the other hand, strengthened beams by GSP have more large increasing effects of the strength comparing to beams strengthened with FRP-Rod, but they have a brittle behaviors in fracture.

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Development of Lightweight Aluminum I Type Radius Rod for Heavy Trucks (대형 트럭용 경량 알루미늄 I형 래디어스 로드 개발)

  • Choi, Gyoo-Jae;Lee, Keen-Yeong;Ha, Tae-Soo
    • Transactions of the Korean Society of Automotive Engineers
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    • v.16 no.6
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    • pp.58-64
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    • 2008
  • An aluminum radius rod using rheo-forging method has been developed for heavy commercial vehicles to decrease vehicle unsprung weight. To design the shape of the rod, structural simulations are performed using two load cases. To evaluate durability performance of the rods, a test system which has simultaneous 3 axes actuating system is developed. And 3 axes durability test conditions are established based on vehicle field tests. Using the test systems and the conditions, the durability test is carried out and the rods have passed the test conditions of 700,000 cycles. The weight of a developed aluminum radius rod is 4.2kg and it was drastically reduced by 48.8 percent in comparison with the weight of a steel radius rod.

Environments Pollution Caused by Welding Rod in the Process of Pipe Working (설비배관에서 용접봉에 따른 환경오염)

  • Yoon, Young-Mook;Lee, Woo-Ram;Lee, Chul-Ku;Kim, Joo-Han
    • Journal of the Korean Society of Manufacturing Technology Engineers
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    • v.18 no.3
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    • pp.300-306
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    • 2009
  • Welding technology is applicable in many kinds of fields, with the help of its advantages such as easy operational procedure and structural simplification. However, in the process of welding, hazardous materials and fumes cause huge fire broke-outs, explosions, and health-conscious problems. Also, as heavy metals in fumes have a harmful effect on the environment, recently, this has emerged as a urgent social issue. This study has been aimed at the recommendation of the most environment-friendly, among materials currently used in plumbing welding, and it has been done at the result of the analysis of amount, ingredient, and size in collected fumes created in the experiment of welding five rods to galvanized steel pipes and steel pipe ones. At the test result, due to the effect of Zn-coating, galvanized steel pipes, when welded to rods, created more fumes than steel pipe ones. In the mean time, when it comes to welding rods, among five, WR-03 produced fumes the least. Therefore, a combination of the test results clearly indicates that the case of welding WR-03 to cast-iron pipes turned out to be the most environment-friendly.

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Nonlinear Analysis using ABAQUS Software of Reinforced Concrete (RC) Beams Strengthened with Externally Post-tensioning Steel Rods (외적 포스트텐셔닝 강봉으로 보강된 철근콘크리트 보의 ABAQUS를 이용한 비선형해석)

  • Lee, Swoo-Heon;Shin, Kyung-Jae;Kim, Jin-Wook;Lee, Hee-Du
    • Journal of the Architectural Institute of Korea Structure & Construction
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    • v.34 no.2
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    • pp.11-17
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    • 2018
  • Concrete is the well-used material in many architectural and civil structures. The behavior of concrete does exhibit a different characteristic in compression and tension, and it also shows an inelastic-nonlinear behavior. In addition, the concrete properties vary slightly depending on the environmental factor and manufacturer. These properties of concrete make the modeling or simulation of concrete material difficult. In reinforced concrete, particularly, there is a difficulty in bond-slip relationship between concrete and steel. However, in this paper, reserving remainder of these limits the finite element analysis for reinforced concrete beams through ABAQUS simulation has been carried out with some assumptions. Assumptions include the perfect bond of steel and concrete as well as the concrete damaged plasticity (CDP) in concrete property. There is a reasonable agreement between the experimental and numerical results, although the analytical strength and external rod deformation are slightly overestimated. The average and standard deviation between two results are 1.05 and 0.05, respectively. And the models and the computations lead to the evolution of fracture in bending beam.

Prediction Model of the Exit Cross Sectional Shape of Workpiece in Round-Oval-Round Pass Rolling

  • Lee, Youngseog;Kim, Byung-Min;Kim, Dong-Hwan
    • Journal of Mechanical Science and Technology
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    • v.16 no.6
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    • pp.785-798
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    • 2002
  • A reliable analytic model that predicts the surface profile of the exit cross section of workpiece in round-oval (or oval-round) pass sequence is established. The presented model does not require any plasticity theory but needs the only geometric information on workpiece and roll groove. Formulation is based on the linear interpolation of the radius of curvature of an incoming workpiece and that of roll groove in the roll axis direction when the maximum spread of workpiece is known beforehand. The validity of the analytic model is examined by hot rod rolling experiment with the roll gap, specimen size, design parameter of oval groove and steel grade changed. Results revealed that the cross sectional shapes predicted by the model were in good agreement with those obtained experimentally. We found that the analytic model not only has simplicity and accuracy for practical usage but also saves a large amount of computational time in comparison with finite element method.

Electric power generation from sediment microbial fuel cells with graphite rod array anode

  • Wang, Zejie;Lim, Bongsu
    • Environmental Engineering Research
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    • v.25 no.2
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    • pp.238-242
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    • 2020
  • Sediment microbial fuel cells (SMFCs) illustrated great potential for powering environmental sensors and bioremediation of sediments. In the present study, array anodes for SMFCs were fabricated with graphite rods as anode material and stainless steel plate as electric current collector to make it inconvenient to in situ settle down and not feasible for large-scale application. The results demonstrated that maximum power of 89.4 ㎼ was obtained from three graphite rods, twice of 43.3 ㎼ for two graphite rods. Electrochemical impedance spectroscopy revealed that three graphite rods resulted in anodic resistance of 61.2 Ω, relative to 76.0 Ω of two graphite rods. It was probably caused by the parallel connection of the graphite rods, as well as more biomass which could reduce the charge transfer resistance of the biofilm anode. The presently designed array configuration possesses the advantages of easy to enlarge the surface area, decrease in anodic resistance because of the parallel connection of each graphite rod, and convenience to berry into sediment by gravity. Therefore, the as prepared array node would be an effective method to fabricate large-scale SMFC and make it easy to in situ applicate in natural sediments.

Rotational behavior of exposed column bases with different base plate thickness

  • Cui, Yao;Wang, Fengzhi;Li, Hao;Yamada, Satoshi
    • Steel and Composite Structures
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    • v.32 no.4
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    • pp.497-507
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    • 2019
  • Exposed column base connections are used in low- to mid-rise steel moment resisting frames. This paper is to investigate the effect of the base plate thickness on the exposed column base connection strength, stiffness, and energy dissipation. Five specimens with different base plate thickness were numerically modelled using ABAQUS software. The numerical model is able to reproduce the key characteristics of the experimental response. Based on the numerical analysis, the critical base plate thickness to identify the base plate and anchor rod yield mechanism is proposed. For the connection with base plate yield mechanism, the resisting moment is carried by the flexural bending of the base plate. Yield lines in the base plate on the tension side and compression side are illustrated, respectively. This type of connection exhibits a relatively large energy dissipation. For the connection with anchor rod yield mechanism, the moment is resisted through a combination of bearing stresses of concrete foundation on the compression side and tensile forces in the anchor rods on the tension side. This type of connection exhibits self-centering behavior and shows higher initial stiffness and bending strength. In addition, the methods to predict the moment resistance of the connection with different yield mechanisms are presented. And the evaluated moment resistances agree well with the values obtained from the FEM model.

The characteristics of Surface Transformation Hardening for Rod-shaped SM45C Carbon Steel by CW Nd:YAG Laser (CW Nd:YAG Laser를 이용한 SM45C 환봉의 표면 열처리 특성)

  • Kim Jong-Do;Gang Un-Ju;Lee Chang-Je;Lee Je-Hun;Seo Jeong;Lee Mun-Yong
    • Proceedings of the KWS Conference
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    • 2006.05a
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    • pp.248-250
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    • 2006
  • The study on a surface transformation hardening of a rod-shaped SM45C carbon steel is carried out by using CW Nd:YAG laser. Conventionally, $CO_2$ laser has been usually used as a laser source for a transformation hardening. however, it is needed to an additional absorbent coating like a colloidal graphite owing to a lower absorbtion rate. On the other hand, no cost and post-removal process of coating is required to Nd:YAG laser, due to a higher absorbtion rate relatively. Moreover, there is a merit which is capable of building up the more flexible processing system resulted from a beam delivery through a optical fiber. In this study, we were going to recognize characteristics of a transformation hardening using a optic head with a gaussian beam distribution.

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Effect of Roll Gap Change of Oval Pass on Interfacial Slip of Workpiece and Roll Pressure in Round-Oval-Round Pass Rolling Sequence

  • Lee, Youngseog;Bayoumi, Laila-Salah;Kim, Hong-Joon
    • Journal of Mechanical Science and Technology
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    • v.16 no.4
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    • pp.492-500
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    • 2002
  • This paper presents a study of the effect of varying the roll gap of oval pass in round-oval-round pass sequence on the interracial slip of workpiece, entrance and exit velocities, stresses and roll load that the workpiece experiences during rolling, by applying analytical method, finite element simulation and verification through hot bar rolling tests. The results have shown that the roll gap variation of oval pass affects the interfacial slip of workpiece along the groove contact and the specific roll pressure. The optimum conditions in terms of minimum interfacial slip and minimum specific roll pressure, which might influence the maximum groove life, is obtained when the subsequent round pass is completely filled.

Behavior of Multiple Vinyl House Frames Reinforced by Steel Wire (강선으로 보강된 연동형 비닐하우스 골조의 구조거동)

  • Jung, Dong Jo;Kim, Jin;Seo, Yun Soo
    • Journal of the Korean Institute of Rural Architecture
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    • v.18 no.3
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    • pp.35-42
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    • 2016
  • For the reason of economy, farmers and structural engineers prefer the vinyl house frame members that have the lightest cross sections. Therefore, in order to reach this aim, rod bracing system is the best method for multiple vinyl house frames. In this study, wire rods (tension members) are used to be bracing members in multiple vinyl house frames. The effects of additional wire rods in the frames are investigated by the variations of the bending moments, axial forces, displacements and combined stresses in the main frames that are reinforced by different shapes of rod bracing system. Vinyl house frames are usually made by steel pipe members and collapsed by the excessive wind and snow loads. Two kinds of bracing models are used for wind and snow loads separately in this study. The effective bracing models for each load are finally figured out.