• 제목/요약/키워드: Structural Safety Evaluation

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1.5GPa급 자동차용 고강도강의 레이저 용접부 특성평가 (Evaluation of Laser Welding Characteristics of 1.5GPa Grade Ultra High Strength Steel for Automotive Application)

  • 김용;박기영;이경돈;정준교;김동화
    • 한국레이저가공학회지
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    • 제13권4호
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    • pp.1-6
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    • 2010
  • Recently the use of ultra high strength steels (UHSS) in structural and safety component is rapidly increasing in the automotive industry. For example, 1.5GPa grade hot stamping with die-quenching of boron steel 22MnB5 could apply crash-resistant parts such as bumpers and pillars. The development of laser welding process of hot stamping steels, fundamental bead-on-plate welding and lap joint welding test were carried out using 3kW Nd:YAG laser. Local hardening & HAZ softening occurred in hot stamping steel as a result of metallurgical change caused by the welding heat input in the Nd:YAG laser welding process. The size of soft zones in the hot stamping steel was related to the welding heat input, being smaller at high speeds which generated a smaller heat input. Also in the case of lap joint design structure, same welded characteristics were shown. The HAZ softening degree was controlled to ensure the joint strength.

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헬리콥터 시뮬레이터용 6자유도 전기식 운동구현장치의 개발 (Development of the 6-DOF Electrical Motion Platform System for Helicopter Simulator)

  • 한동주;남기욱;김국재;김옥구;전향식
    • 한국항공우주학회지
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    • 제34권12호
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    • pp.75-81
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    • 2006
  • 민간항공안전국 등급 2를 만족하는 헬리콥터 시뮬레이터에 사용되는 6자유도 운동구현장치 개발에 관해 기술하였다. 운동판과 제어 구동장치의 기구학적 및 구조적 해석을 통해 설계 제작된 운동구현장치의 시험 평가로부터 규정에 만족하는 결과를 보였고 이로부터 실제 헬리콥터 시뮬레이터로의 적용 타당성을 확보하였다. 또한 동품의 개발 결과로 인해 그간 유압 구동체계를 사용한 운동구현장치의 단점을 전기식 구동장치 적용을 통해 새롭게 개선함과 동시에 국내 최초로 10 톤급의 적재하중 능력을 보유한 6자유도 운동구현장치를 보급하게 되는 계기를 마련하였다.

Evaluation of Bond Properties of Reinforced Concrete with Corroded Reinforcement by Uniaxial Tension Testing

  • Kim, Hyung-Rae;Choi, Won-Chang;Yoon, Sang-Chun;Noguchi, Takafumi
    • International Journal of Concrete Structures and Materials
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    • 제10권sup3호
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    • pp.43-52
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    • 2016
  • The degradation of the load-bearing capacity of reinforced concrete beams due to corrosion has a profoundly negative impact on the structural safety and integrity of a structure. The literature is limited with regard to models of bond characteristics that relate to the reinforcement corrosion percentage. In this study, uniaxial tensile tests were conducted on specimens with irregular corrosion of their reinforced concrete. The development of cracks in the corroded area was found to be dependent on the level of corrosion, and transverse cracks developed due to tensile loading. Based on this crack development, the average stress versus deformation in the rebar and concrete could be determined experimentally and numerically. The results, determined via finite element analysis, were calibrated using the experimental results. In addition, bond elements for reinforced concrete with corrosion are proposed in this paper along with a relationship between the shear stiffness and corrosion level of rebar.

부착형 복합소재를 이용한 교육시설의 내진보강 (Seismic Retrofit in Educational Facilities Using Attaching Composite Material)

  • 박춘욱;송건수;박익현;김동휘
    • 한국공간구조학회논문집
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    • 제13권3호
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    • pp.73-81
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    • 2013
  • In paper after the strong earthquake of recently the Korea neighborhood, the Korean government survey show that the 86% of school buildings in Korea are in potential damage risk and only 14% of them are designed as earthquake-resistance buildings. Earthquake Reinforcing projects of school have been a leading by the ministry of education, however their reinforcing methods done by not proved a engineering by experiment which results in uneconomical and uneffective rehabilitation for the future earthquake. An experimental and analytical study have been conducted for the shear reinforcing method of column by axis and horizontal axis load using attaching composite beam. Based on the previous research, in this study, Design examples are given to show the performance evaluation for the column reinforcing of old school buildings using nonlinear analysis is going to be conducted and strengthening method is going to be on the market after their performance is proved by the test.

소방 고가사다리차의 설계 변수에 따른 안정성 평가를 위한 구조해석 연구 (A Study on Structural Analysis for Stability Evaluation According to Design Parameters of a Fire Ladder Vehicle)

  • 정훈;김철중;김홍건
    • 한국기계가공학회지
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    • 제19권8호
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    • pp.64-72
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    • 2020
  • In this study, a stability analysis was conducted through finite element analysis (FEA) of a simplified model of a fire ladder truck by changing the ascending angle, turning angle, and boundary conditions between the outrigger and the ground. The results of the analysis showed that decreasing the angle of the ladder car increases the moment due to the ladder weight, decreasing the safety factor despite being under the same load conditions. In the case of a rotating radius, the stability was found to vary depending on the boundary conditions. A comparative analysis in the future with these results and the experimental values from the actual fire ladder truck may determine the most appropriate boundary conditions based on the analysis program. It is expected to predict the risk of damage and rollover by assessing the stability of aerial ladder vehicles under different conditions.

초소형 나사의 나사산 각도변화에 따른 체결특성 평가 (Evaluation of Clamping Characteristics for Subminiature Screws According to Thread Angle Variation)

  • 민경빈;김종봉;박근;나승우
    • 한국정밀공학회지
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    • 제31권9호
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    • pp.839-846
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    • 2014
  • Recent trends in the miniaturization and weight reduction of portable electronic parts have driven the use of subminiature screws with a micrometer-scale pitch. As both screw length and pitch decrease in subminiature screws, the resulting clamping force becomes diminishes. In this work, Finite element (FE) analysis is performed to evaluate clamping force of a screw assembly, with a comparison with experimental result. To improve clamping force of subminiature screws, a new screw design is considered by modifying screw thread angle: the thread angle is varied as an asymmetric way unlike the conventional symmetric thread angle. FE analyses are then performed to compare the clamping characteristics of each subminiature screw with different thread angle. The effect of thread angles on the clamping force is then discussed in terms of structural safety for both positive and negative screws.

아라미드섬유 보강 풍력발전기 로터 블레이드의 연성해석 강도평가 (The FSI Analysis Evaluation of Strength for the Wind Turbine Rotor Blade Improved by the Aramid Fiber)

  • 김석수;강지웅;권오헌
    • 동력기계공학회지
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    • 제19권4호
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    • pp.17-23
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    • 2015
  • Because of the energy resources shortage and global pollution, the wind power systems have been developed consistently. Among the components of the wind power system, the rotor blades are the most important component. Generally it is made of GFRP material. Recently, GFRP material has been replaced by CFRP composite material in the blade which has an aerodynamic profile and twisted tip. However the failures has occurred in the trailing edge of the blade by the severe wind loading. Thus, tougher material than CFRP material is needed as like the aramid fiber. In this study, we investigated the mechanical behaviors of the blade using aramid fiber composites about wind speed variation. One-way FSI (fluid-structure interaction)analysis for the wind rotor blade was conducted. The structural analyses using the surface pressure loading resulted from wind flow field analysis were carried out. The results and analysis procedure in this paper can be utilized for the best strength design of the blade with aramid fiber composites.

용접열사이클 재현에 의한 SS400강 및 STS304강의 특성 평가 - 제1보 : 기계적 특성 및 조직 (Evaluation of Characteristic for SS400 and STS304 steel by Weld Thermal Cycle Simulation - 1st Report : on the Mechanical Properties and Microstructure)

  • 안석환;정정환;남기우
    • 한국해양공학회지
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    • 제19권6호통권67호
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    • pp.64-71
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    • 2005
  • The welding methods have been applied to the most structural products used in the automobile, ship construction, and construction. The structure steel must have sufficient strength of structure; However, the mechanical properties of the welded part changes when it is welded. Therefore, the stability or life of the structure may be affected by the changed mechanical properties. The mechanical properties of the welded part must be examined in order to ensure the safety of structure. In this research, the SS400 steel and the STS304 steel were used to estimate the mechanical properties of the HAZ by weld thermal cycle simulation. In this study, the materials were used to examine the weld thermal cycle simulation characteristic, under two conditions: the drawing with diameter of $\Phi$10 and the residual stress removal treatment. To examine the mechanical properties by the weld thermal cycle simulation, the tensile test was carried out in room temperature. The crosshead speed was lmm/min.

Evaluation method for time-dependent corrosion depth of uncoated weathering steel using thickness of corrosion product layer

  • Kainuma, Shigenobu;Yamamoto, Yuya;Ahn, Jin-Hee;Jeong, Young-Soo
    • Structural Engineering and Mechanics
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    • 제65권2호
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    • pp.191-201
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    • 2018
  • The corrosion environments in a steel structure are significantly different depending on the individual parts of the members. To ensure the safety of weathering steel structures, it is important to evaluate the time-dependent corrosion behavior. Thus, the progress and effect of corrosion damage on weathering steel members should be evaluated; however, the predicted corrosion depth, which is affected by the corrosion environment, has not been sufficiently considered until now. In this study, the time-dependent thicknesses of the corrosion product layer were examined to quantifiably investigate and determine the corrosion depth of the corroded surface according to the exposure periods and corrosion environments. Thus, their atmospheric exposure tests were carried out for 4 years under different corrosion environments. The relationship between the thickness of the corrosion product layers and mean corrosion depth was examined based on the corrosion environment. Thus, the micro corrosion environments on the skyward and groundward surfaces of the specimens were monitored using atmospheric corrosion monitor sensors. In addition, the evaluated mean corrosion depth was calculated based on the thickness of the corrosion product layer in an atmospheric corrosion environment, and was verified through a comparison with the measured mean corrosion depth.

2017년도 온실설계기준(안)에 따른 제주지역 비닐하우스의 내재해성 평가 (Performance Evaluation of Disaster Resistance of Plastic Greenhouse in Jeju Region according to 2017 Design Code Draft)

  • 고동우
    • 한국농촌건축학회논문집
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    • 제22권1호
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    • pp.13-20
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    • 2020
  • As the number of plastic greenhouses has increased in Korea, the damage from typhoons and snow has also increased. Structural design codes for a disaster-resistant plastic greenhouse have been revised over the last few decades. In particular, the revised code draft in 2017 have changed in many ways compared to the 1995 code. Nevertheless, There is no study of the effect of new design code on plastic greenhouse. Therefore, this study evaluated the safety of plastic greenhouse against wind load according to 1995 and 2017 codes for type 1 houses, which is most commonly built in Jeju, through comparing the analytical results of plastic greenhouses designed by 1995 code and 2017 code draft. The results are as follows. (1) The uplift load due to the negative pressure on the roof of the plastic greenhouse increased significantly in 2017 code draft. (2) Since the existing members could not meet the design requirements, the rafters had to be replaced with members of the same cross-section as the columns. (3) Due to excessive lifting, measures were also needed to prevent lifting at the foundation of the plastic greenhouse.