• Title/Summary/Keyword: Structural Path Analysis

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Development of the Stress Path Search Model using Triangulated Irregular Network and Refined Evolutionary Structural Optimization (불규칙 삼각망과 수정된 진화론적 구조 최적화 기법을 이용한 평면구조의 응력 경로 탐색 모델의 개발)

  • Lee, Hyung-Jin;Choi, Won;Lee, Jeong-Jae
    • Journal of The Korean Society of Agricultural Engineers
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    • v.49 no.6
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    • pp.37-46
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    • 2007
  • In designing the structure, the stress path is the basic data. But the stress path is not standardized to analysis the structure. So the one-dimensional frame element structure model with the triangle irregular network is used to solve the problem. And the refined evolutionary structural optimization(RESO) used in structural topology optimization is applied to this study. Through this process, the search method of the stress path is advanced and the burden of the calculation. is reduced.

Analysis of the J-integral for Two-dimensional and Three-dimensional Crack Configurations in Welds of Steel Structure (강구조물 응접접합부의 2차원 및 3차원 균열에 대한 J-적분 해석)

  • 이진형;장경호
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2004.10a
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    • pp.270-277
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    • 2004
  • In this paper, path-independent values of the J-integral in the fininte element context for arbitrary two-dimensional and three-dimensional crack configurations in welds are presented. For the fracture mechanics analysis of cracks in welds, residual stress analysis and fracture analysis must be performed simultaneously. In the analysis of cracked bodies containing residual stress, the usual domain integral formulation results in path-dependent values of the J-integral. This paper discusses modifications of the conventional J-integral that yield path independence in the presence of residual stress generated by welding. The residual stress problem is treated as an initial strain problem and the J-integral modified for this class of problem is used. And a finite element program which can evaluate the J-integral for cracks in two-dimensional and three-dimensional residual stress bearing bodies is developed using the modified J-integral definition. The situation when residual stress only is present is examed as is the case when mechanical stresses are applied in conjunction with a residual stress field.

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Analyzing Chemical Reaction Routes of Explosion by a Mixed Acid - Focusing on Chemical Carriers - (혼산에 의한 폭발사고의 화학반응 경로 분석 - 화학물질 운반 선박을 중심으로 -)

  • Kang, Yu Mi;Yim, Jeong-Bin
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.23 no.6
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    • pp.661-668
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    • 2017
  • The purpose of this study is to analyze the chemical reaction pathway for explosion accident of mixed cargo. The analysis used a structural scenario using event-tree analysis. Structural scenarios were constructed by estimating various chemical reaction paths in the content of the mixed cargo accident recorded in the written verdict. The analytical method was applied to three kinds of analysis: chemical analysis based on chemical theory, quantitative analysis using chemical reaction formula, and probabilistic analysis through questionnaire. As a result of analysis, the main pathway of the accident occurred in three ways: the path of explosion due to the reaction of concentrated sulfuric acid with water, the path of explosion due to the reaction of metal and mixed acid, and the path of explosion by synthesizing with special substances. This result is similar to the path recorded in the validation, and it leads to thar the proposed path analysis method is valid. The proposed method is expected to be applicable to chemical reaction path estimation of various chemical accidents.

A Study on Social Carrying Capacity in Outdoor Recreation Setting: An Exploratory Analysis on the Perceived Crowding Path Model in National Park (옥외휴양공간에서의 사회적 수용능력연구: 국립공원에서의 혼잡지각의 경로모형 분석)

  • Park, Chung In
    • KIEAE Journal
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    • v.5 no.1
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    • pp.35-42
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    • 2005
  • The primary concerns of recreation plan are to provide visitors with quality of recreational experience and to protect of recreation resources. The quality of recreational experience is often defined in terms of social carrying capacity. The carrying capacity is revealed as perceived crowding. In this respects, measuring perceived crowding is useful tool of social carrying capacity determination. This study is to test the structural equation model that includes variables affecting perceived crowding. Through an on-site questionnaire survey, 467 visitors on Naejangsan national park were collected. The results of the study are follows. The encounter level on facility area is higher evaluated as crowding factor than other area in the park. It can be concluded that visitor perceived crowding when facility area situates high density use level rather than other areas expose high density use level. In the path analysis, the input variables(attitude, experience, encounter level) on the structural equation model affect significantly on perceived crowding. Especially, the attitude on the park management polocy is the most affecting factor on perceived crowding.

Nonlinear Analysis of RC Structures Using Volume Control Method (체적 제어법을 이용한 철근 콘크리트 구조물의 비선형 해석)

  • Song Ha-Won;Nam Sang-Hyeok;Lee June-Hee;Lim Sang-Mook
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2006.04a
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    • pp.891-897
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    • 2006
  • The volume control method which utilize a pressure node added into a finite shell element can overcome the drawbacks of conventional load control method and displacement control method. In this study, an improved volume control method is introduced for effective analysis of path-dependant behaviors of RC structures subjected to cyclic loading. RC shell structures including RC hollow columns are anlayized by discretizing the structures with layered shell elements and by applying in-plane two dimensional constitutive equations for concrete layers and reinforcement layers of the shell elements. The so-called path dependant volume control method is verified by comparing analysis results with other data including experimental results.

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A Structural Model for Symptom Management of the Patients with Chronic Fatigue (만성피로 환자의 증상관리 구조모형 구축)

  • 한금선
    • Journal of Korean Academy of Nursing
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    • v.34 no.2
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    • pp.333-343
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    • 2004
  • Purpose: This study was designed to construct a structural model for symptom management of life of the patients with chronic fatigue. The hypothetical model was developed based on the literature review and Self-regulating Model. Method: Data were collected by questionnaires from 252 patients with chronic fatigue in the 8 community from December 2002 to April 2003 in Seoul. Data analysis was done with SAS for descriptive statistics and PC-LISREL Program for Covariance structural analysis. Result: The fit of the hypothetical model to the data was moderate, thus it was modified by excluding 4 path and including free parameters and 3 path to it The modified model with path showed a good fitness to the empirical data($x^2$=318.11, p=0.0, GFI=.98, AGFI=.98, NNFI=.95, RMSR=.03, RMSEA=.05). The symptoms of stress, self-efficacy, and present fatigue level were found to have significant direct effect on symptom management of the patients with chronic fatigue. The ways of coping, perceived stress, and fatigue symptom were found to have indirect effects on symptom management of the patients with chronic fatigue. Conclusion: The derived model is considered appropriate in explaining and predicting symptom management of the patients with chronic fatigue. Therefore, it can effectively be used as a reference model for further studies and suggested direction in nursing practice.

A Comparative Study of Factors Influencing Software Piracy : Focused on Different Software User Groups (소프트웨어 사용자 집단에 따른 불법복제 의도에 미치는 요인 비교 연구)

  • Kim, Joong Han
    • Journal of Information Technology Services
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    • v.14 no.2
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    • pp.15-31
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    • 2015
  • Software piracy is widespread throughout the world. It has negative effects on the software industry and the intellectual property market. Despite various deterrent policies, the phenomenon has been getting severe. The current study investigated the antecedents of software piracy attitudes and intention. In order to identify factors and their relationship, a research model for illegal piracy behavior was developed and empirically examined through a path analysis using structural equation model. Also, this study employed a multiple group structural equation model to investigate differences in structural weights across PC software user group and smartphone application user group. It was revealed that perceived benefit, habit, social factor, self-efficacy had positive effect on attitude toward software piracy, whereas perceived risk had a decreasing influence on attitude. Relationships between piracy attitudes and intentions were significant as well. Furthermore, the cross validation between two groups showed the path coefficients of habit to attitude and attitude to intention were significantly different. Implications for research and practice are discussed.

Complementarity and nonlinear structural analysis of skeletal structures

  • Tin-Loi, F.
    • Structural Engineering and Mechanics
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    • v.5 no.5
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    • pp.491-505
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    • 1997
  • This paper deals with the formulation and solution of a wide class of structures, in the presence of both geometric and material nonlinearities, as a particular mathematical programming problem. We first present key ideas for the nonholonomic (path dependent) rate formulation for a suitably discretized structural model before we develop its computationally advantageous stepwise holonomic (path independent) counterpart. A feature of the final mathematical programming problem, known as a nonlinear complementarity problem, is that the governing relations exhibit symmetry as a result of the introduction of so-called nonlinear "residuals". One advantage of this form is that it facilitates application of a particular iterative algorithm, in essence a predictor-corrector method, for the solution process. As an illustrative example, we specifically consider the simplest case of plane trusses and detail in particular the general methodology for establishing the static-kinematic relations in a dual format. Extension to other skeletal structures is conceptually transparent. Some numerical examples are presented to illustrate applicability of the procedure.

A Study on Structural Improvement of the Swashplate Axial Piston Pump Valve Block (1) (사판 식 축 피스톤 펌프 밸브블록의 구조개선에 관한 연구(1))

  • Kim, Jeong-Hwa;Shin, Mi-Jung;Kim, Myung-Kyu
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.17 no.1
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    • pp.69-75
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    • 2018
  • This study aims to provide ways to achieve structural improvements of the internal flow path of the discharge plenum of a swash plate piston pump valve block vulnerable to cracks. This paper corresponds to Part I, which consists of a structural analysis of the valve block, identification of the stress distribution and stress raisers, and creation of a Simple Model of the valve block to review the optimal design. Structural analysis was performed by assigning the same conditions as those found in the valve block model, and the design was reviewed by examining three different design improvement plans for the internal flow path of the discharge plenum.

NOISE REFINEMENT OF A VEHICLE BY REDUCTION OF THE AXLE GEAR WHINE NOISE BASED ON STRUCTURAL MODIFICATION USING FEM AND BEM

  • Kim, S.J.;Lee, J.Y.;Lee, S.K.
    • International Journal of Automotive Technology
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    • v.8 no.5
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    • pp.605-614
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    • 2007
  • This paper presents the research results for the reduction of a gear whine noise based on experimental and analytic methods. The test vehicle has a whine noise problem at the passenger seats in a sport utility vehicle. To identify the transfer path of the interior noise due to the axle system, a vibration path analysis, modal analysis and operational deflection shape analysis are systematically employed. By using these various methods, it has been found that the interior noise generated by the axle system was airborne noise. To reduce and predict the whine generated by the axle system, structural modifications for the axle system are performed by using FEM and BEM techniques. The structural modification of the axle cover is suggested for the reduction of whine noise.