• Title/Summary/Keyword: 강도 최적화

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Statistical Analysis of the Springback Scatter according to the Material Strength in the Sheet Metal Forming Process (판재성형공정에서의 소재 강도에 따른 스프링백 산포의 통계분석)

  • Son, Min-Kyu;Kim, Se-Ho
    • Journal of the Korea Convergence Society
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    • v.13 no.4
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    • pp.287-292
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    • 2022
  • In this paper, the stochastic distribution of the springback amount is investigated for the stamping process of a U-channel shaped-product with ultra-high strength steel. Using the reliability-based design optimization technique (RBDO), stochastic distribution of process parameters is considered in the analysis including material properties and process variation. Quantification of the springback scatters is carried out with the statistical analysis method according to the material strength. It is found that the scattering amount of springback decreases while the amount of springback increases as the tensile strength of the blank material increases, which is investigated by analyzing the strain and stress distribution of the punch and die shoulder. It is noted that the proposed scheme is capable of predicting and responding to the unavoidable scattering of springback in the sheet metal forming process.

Optimization of Fiber Ratio in Laminated Composites for Development of Three-dimensional Preform T-beam Structure (3차원 프리폼 T-빔 구조물의 개발을 위한 적층복합재료 섬유비율의 최적화)

  • Lee, Dong-Woo;Kim, Chang-Uk;Byun, Joon-Hyung;Song, Jung-Il
    • Composites Research
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    • v.30 no.5
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    • pp.297-302
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    • 2017
  • Finite element analysis of T-beam laminate structure under bending-torsional loading was conducted to prevent the delamination which is the major failure behavior on laminated composites. Three-dimensional preform, which is that fabric is braided through thickness direction, is suggested from the laminate analysis. The analysis aimed to optimize the fiber ratio in laminated composites. After it is suggested that guideline for design of T-beam structure using commercial software ANSYS Composites PrePost. The results show that strength of T-beam structure is increased 21.6% when the fiber density along with beam length direction is two times bigger than transverse direction. It is expected that development of high strength T-beam structure using designed three-dimensional preform.

Stress Analysis and Shape Optimization of Dynamic Locking Tongue (DLT) Using FEM (FEM을 이용한 Dynamic Locking Tongue(DLT)의 강도 해석 및 형상 최적화)

  • Choi, Ji-Hun;Park, Tae-Won;Lee, Jin-Hee
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.36 no.6
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    • pp.699-705
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    • 2012
  • The role of a seat belt in a vehicle is to protect the driver from injury when a crash occurs. However when a large crash occurs, the driver slips forward and receives a strong impact. To prevent this situation, improvement of seat belts is essential. In this study, the new concept of a dynamic locking tongue (DLT) for seat belts is developed. The DLT device is used to reduce the impact to the driver's chest by tightening the webbing, so the driver is protected from severe injury in a large crash. First, a finite element model of the DLT device is created using SAMCEF and structural analysis is conducted with boundary conditions similar to those found in experiments. Then, the stress in the DLT device can be calculated. Second, the shape of the DLT device is optimized using the response surface analysis method in order to minimize the stress and weight. The validity of the optimization of the DLT device is verified using structural analysis.

Optimization for the Least Weight, Precast Prestressed Gerber′s U-Beams (최소자중 프리캐스트 프리스트레스트 게르버 U형보의 최적화)

  • 박현석;김인규;유승룡
    • Journal of the Korea Concrete Institute
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    • v.14 no.3
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    • pp.373-381
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    • 2002
  • The cost on transmission and erection of the precast prestressed concrete members largely depends on the weight of them. Optimum process is performed on a U-beam section to control the prestressing force, to reduce the self-weight, and to meet the required strength and stability. The strength, deflection, and concrete stress at the top and bottom of the section considered are required to check according to each construction step in this process. The weight of the original rectangular concrete beam could be reduced up to 39∼50% from this method. Two full scale prototype U-beams were proposed and tested in this study. It was found that the U-beams in the test showed good performance in strength and serviceability within the limits of ultimate strength design method.

Post-Quantum Security Evaluation Through SPECK Quantum Circuit Optimization (SPECK 양자 회로 최적화를 통한 양자 후 보안 강도 평가)

  • Jang, Kyung-Bae;Eum, Si-Woo;Song, Gyeong-Ju;Yang, Yu-jin;Seo, Hwa-Jeong
    • Annual Conference of KIPS
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    • 2021.11a
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    • pp.243-246
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    • 2021
  • 양자 알고리즘이 수행 가능한 양자 컴퓨터는 기존 암호 시스템의 보안성을 낮추거나 깨뜨릴 수 있다. 이에 양자 컴퓨터의 공격 관점에서 기존 암호 시스템의 보안성을 재평가하는 연구들이 활발히 수행되고 있다. NIST는 대칭키 암호 시스템에 대한 양자 후 보안 강도에 평가에 Grover 알고리즘의 적용 비용을 채택하고 있다. Grover 알고리즘이 대칭키 암호 시스템의 보안성을 절반으로 줄일 수 있는 시점에서 중요한 건 공격 비용이다. 본 논문에서는 경량블록암호 SPECK 양자 회로 최적화 구현을 제시한다. ARX 구조의 SPECK에 대해 최적의 양자 덧셈기를 채택하고 병렬 덧셈을 수행한다. 그 결과, 최신 구현물과 비교하여 depth 측면에서 56%의 성능향상을 제공한다. 최종적으로, 제시하는 SPECK 양자 회로를 기반으로 Grover 알고리즘 적용 비용을 추정하고 양자 후 보안 강도를 평가한다.

Displacement-based Seismic Assessment and Rehabilitation of Asymmetric Wall Structures (비대칭 벽식 구조지 변위기초 내진성능평가 및 보강)

  • Hong, Sung-Gul;Ha, Tae-Hyu
    • Journal of the Earthquake Engineering Society of Korea
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    • v.9 no.3 s.43
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    • pp.23-32
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    • 2005
  • Torsional behavior of eccentric structure under seismic leading may cause the stress and/or deformation concentration, which arouse the failure of the structure in an unexpected manner. This study suggests D-R relationship which shows the overall displacement and rotation of the system based on the ultimate displacement capacity of the each lateral load resistant member. Using the suggested D-R relationship and displacement spectrum, the seismic assessment is conducted and verified in comparison with the time history analysis result. Multi-level seismic assessment Is considered which takes multiple seismic hazard levels and respective performance levels into account. Finally, based on the seismic assessment result, seismic rehabilitation process is presented. In this research, two rehabilitation methods are considered. One is done by means of stiffening/strengthening the seismic resistant members, and the other is based on the member ductility. Especially, in the first method, to optimize the rehabilitation result, the rehabilitation problem is modeled as an optimization problem, and solved using BFGS quasi-Newton optimization method.

Optimization of Dehazing Method for Efficient Implementation (효율적인 구현을 위한 안개 제거 방법의 최적화)

  • Kim, Minsang;Park, Yongmin;Kim, Byung-O;Kim, Tae-Hwan
    • Journal of the Institute of Electronics and Information Engineers
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    • v.53 no.10
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    • pp.58-65
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    • 2016
  • This paper presents optimization techniques to reduce the processing time of the dehazing method and proposes an efficient dehazing method based on them. In the proposed techniques, the atmospheric light is estimated based on the distributed sorting of the dark channel pixels, so as to reduce the computations. The normalization process required in the transmission estimation is simplified by the assumption that the atmospheric light is monochromatic. In addition, the dark channel is modified into the median dark channel in order to eliminate the transmission refinement process while achieving a comparable dehazing quality. The proposed dehazing method based on the optimization techniques is presented and its performance is investigated by developing a prototype system. When compared to the previous method, the proposed dehazing method reduces the processing time by 65% while maintaining the dehazing quality.

Design of a Neuro-Fuzzy System Using Union-Based Rule Antecedent (합 기반의 전건부를 가지는 뉴로-퍼지 시스템 설계)

  • Chang-Wook Han;Don-Kyu Lee
    • The Transactions of the Korea Information Processing Society
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    • v.13 no.2
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    • pp.13-17
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    • 2024
  • In this paper, union-based rule antecedent neuro-fuzzy controller, which can guarantee a parsimonious knowledge base with reduced number of rules, is proposed. The proposed neuro-fuzzy controller allows union operation of input fuzzy sets in the antecedents to cover bigger input domain compared with the complete structure rule which consists of AND combination of all input variables in its premise. To construct the proposed neuro-fuzzy controller, we consider the multiple-term unified logic processor (MULP) which consists of OR and AND fuzzy neurons. The fuzzy neurons exhibit learning abilities as they come with a collection of adjustable connection weights. In the development stage, the genetic algorithm (GA) constructs a Boolean skeleton of the proposed neuro-fuzzy controller, while the stochastic reinforcement learning refines the binary connections of the GA-optimized controller for further improvement of the performance index. An inverted pendulum system is considered to verify the effectiveness of the proposed method by simulation and experiment.

Multi-level Optimization for Orthotropic Steel Deck Bridges (강상판교의 다단계 최적설계)

  • 조효남;정지승;민대홍
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.14 no.2
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    • pp.237-247
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    • 2001
  • 강상판교는 부재수가 많고 구조적 거동이 복잡하여 재래적인 단일수준 (CSL) 알고리즘을 이용하여 최적화하는 것이 매우 어렵기 때문에 본 연구에서는 강상판교를 효율적으로 최적화하기 위해 다단계 최적설계 (MLDS) 알고리즘이 제안되었다. 강상판교를 주형과 강상판으로 나누기 위해 등위법이 사용되었고, 시스템 최적화를 위하여 설계 변수를 줄이는 분해법이 사용되었다. 효율적인 최적설계를 위해 다단계 최적설계 알고리즘은 제약조건 소거기법(Constraint Deletion)과 응력 재해석 같은 근사화 기법을 도입하였다. 변위해석을 위한 제약조건 소거기법은 교량의 최적화에 효율적인 것으로 검증되었고, 제안된 응력 재해석 기법 또한 설계민감도 해석을 필요로 하지 않으므로 매우 효율적이다. MLDS 알고리즘의 적용성과 강건성은 다양한 수치예제를 사용하여 기존의 단일수준 알고리즘과 비교하였다.

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