• Title/Summary/Keyword: Design Approach

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Fatigue Life Evaluation of Butt-Welded Tubular Joints

  • Kim, Dong-Sup;Nho, In-Sik
    • International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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    • v.6 no.1
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    • pp.69-74
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    • 2003
  • Recent deepwater offshore structures in the Gulf of Mexico utilize butt welded tubular joints. Application of a welded tubular joint includes tendons, production risers, and steel catenary risers. Fatigue life assessment of these joints becomes more critical, as the structures to which they are attached are allowed to undergo cyclic and sometimes large displacements around an anchored position. Estimation of the fatigue behavior of these tubular members in the design stage is generally conducted by using S-N curves, as specified in the codes and standards. Applying the stress concentration factor of the welded structure to the S-N approach often results in a very conservative assessment, because the stress field acting on the tubular has a non-uniform distribution through the thickness. Fatigue life analysis using fracture mechanics has been applied in the design of the catenary risers. This technology enables the engineer to establish proper requirements on weld quality and inspection acceptance criteria to assure satisfactory structural integrity during its design life. It also provides guidance on proper design curves and a methodology for accounting for the effects of non-uniform stress distribution through the wall thickness. Still, there is inconsistency when designing tubular joints using a conventional S-N approach and when specifying weld flaw acceptance criteria using fracture mechanics approach. This study developed fatigue curves that are consistent with both the S-N approach and the fracture mechanics approach. Accounting for non-uniform stress distribution and threshold stress intensity factor were key parameters in relating both approaches. A series of S-N curves, generated from the fracture mechanics approach, were compared to the existing S-N curves. For flat plate butt joint, the S-N curve generated from fracture mechanics matches with the IIW class 100 curve when initial crack depth was 0.5 mm (0.02). The new curves for tubular joint agree very well with the experimental results. The comparison also indicated the degree of conservatism built into the API X design curve.

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A Study on the Design Method of Restructuring Hanok by the Restoration (재생디자인을 활용한 한옥의 재구축 디자인 방법에 관한 연구)

  • Park, Sang-Hyun;Park, Chan-Il
    • Korean Institute of Interior Design Journal
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    • v.19 no.1
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    • pp.16-26
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    • 2010
  • In recent, as rediscovery of the modern value is developed through the support by the government and the reinterpretation of the traditional culture, a Korean-style house(Hanok) also becomes an object of interest. Among these various viewpoints to see the Korean-style house, the necessity of a new spatial design approach to contain the types and functions of the architectural space of the Hanok appropriate to the modern society is raised which is not a passive approach to preserve the existing cultural assets. Out of the methods of the new spatial design of the Hanok which reflect the paradigm of the times, this study has the purpose to make an approach from the viewpoint of 'Restoration design'. As the 21 st century started, the recycle design whose active discussion and performance is made largely by Europe and Japan can be called a design method in the hardware part which enables continuous adaptive use of a building by applying a new use purpose and method to a building which doesn't use the recycle design or has low efficiency. In that meaning, it can be considered to be a very important architectural activity historically, archltecturally and spatially. Based on the methodological characteristics of the recycle design, this study largely divides the types of recycle into coherent recycle and imagery recycle and dedto s detailed methods of space, consinto ion and material and wardrobe used for each case to analyze the methods of concrete recycle design through the methodological analysis of recycle cases of the existing modern buildings. For the objects of recycle cases of the Hanok made recently based on the design methods acquired here, it was examined how the architectural and spatial characteristics of the Hanok can be reconsinto ed through what kinrecycmethods. The approach of the recycle design is considered to be a cornerstone to show a new architectural and spatial value in the viewpoint of the Hanok existence in modern times.

Methodology of Selecting FormFactor in the Early Design of Mobile Phone (휴대전화 초기설계에서의 형태인자 선정 방법론)

  • Lee, Kyung-Soo;Kim, Min-Soo;Cha, Sung-Woon
    • Journal of the Korean Society for Precision Engineering
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    • v.27 no.11
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    • pp.63-71
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    • 2010
  • FormFactors is one of the most critical design factors in early development of mobile phone, and proper selection of FormFactors is necessary for smoothness of product development and customer satisfaction. Especially, emergence of mobile convergence added so various functions besides its original call function that importance of selecting FormFactors has increased because multiform FormFactors are needed. However there is problem such as frequent change of decision making in existing process because established process picks out FormFactors sensibly and arbitrarily through idea pull and so forth. We proposed FormFactors selection process by Axiomatic Design, set approach method and block approach method for reasonable and systematical FormFactors selection. First of all, we set the purpose of mobile phone development, and it is examined by Axiomatic Design. FormFactors design matrix is deduced through this process, the numbers of axes and rails are proposed using set approach method, and then patterns of FormFactors are embodied by block approach method. Particularly process application was tried through case study of mobile phone development, and we ensured that new FormFactors can be presented to a designer by systematical verification if change of customer requirements occurs through our process.

A Study on Dogu Environment for the Storage and Preservation of Foods (식품의 저장.보존을 위한 도구환경에 관한 연구)

  • 김명석;고미향
    • Archives of design research
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    • v.14
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    • pp.21-31
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    • 1996
  • Many companies in Korea have been suffered from grasping the very essence in designing products what the consumer want to use since rapid development and popularization of westem style have been underwent in all fields during last three decades. The paper introduces the integrate approach, Dogu environment, to find the design solution for this problem. Dogu environment can be envisaged a extension of product environment, which adopts the Gibsonian concepts to include all spaces to achieve the ends in human behavior in addition to the material with diverse concrete shapes and colors. Logic and structure of the approach will be discussed based on design methodology and other related fields, history, social psychology and human behavior science. The application of the integrate approach to adaptive design for the storage and preservation of food has been evaluated and the future system has been deduced using the integrate approach, so called Dogu environment.

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An approach for calculating the failure loads of unprotected concrete filled steel columns exposed to fire

  • Wang, Y.C.;Kodur, V.K.R.
    • Structural Engineering and Mechanics
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    • v.7 no.2
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    • pp.127-145
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    • 1999
  • This paper deals with the development of an approach for evaluating the squash load and rigidity of unprotected concrete filled steel columns at elevated temperatures. The current approach of evaluating these properties is reviewed. It is shown that with a non-uniform temperature distribution, over the composite cross-section, the calculations for the squash load and rigidity are tedious in the current method. A simplified approach is proposed to evaluate the temperature distribution, squash load, and rigidity of composite columns. This approach is based on the model in Eurocode 4 and can conveniently be used to calculate the resistance to axial compression of a concrete filled steel column for any fire resistance time. The accuracy of the proposed approach is assessed by comparing the predicted strengths against the results of fire tests on concrete filled circular and square steel columns. The applicability of the proposed approach to a design situation is illustrated through a numerical example.

Reliability-Based Topology Optimization Using Single-Loop Single-Vector Approach (단일루프 단일벡터 방법을 이용한 신뢰성기반 위상최적설계)

  • Bang Seung-Hyun;Min Seung-Jae
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.30 no.8 s.251
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    • pp.889-896
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    • 2006
  • The concept of reliability has been applied to the topology optimization based on a reliability index approach or a performance measure approach. Since these approaches, called double-loop single vector approach, require the nested optimization problem to obtain the most probable point in the probabilistic design domain, the time for the entire process makes the practical use infeasible. In this work, new reliability-based topology optimization method is proposed by utilizing single-loop single-vector approach, which approximates searching the most probable point analytically, to reduce the time cost. The results of design examples show that the proposed method provides efficiency curtailing the time for the optimization process and accuracy satisfying the specified reliability.

Evaluation of Ultimate Strength of Reinforced Concrete Deep Beams Using Grid Strut-Tie Model Approach (격자 스트럿-타이 모델 방법을 이용한 철근콘크리트 깊은 보의 극한강도 평가)

  • Kim, Byung-Hun;Lee, Won-Seok;Yun, Young-Mook
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05a
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    • pp.179-182
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    • 2005
  • Recently, many design codes including ACI 318-02 recommend the use of a strut-tie model approach for design of structural concrete with D-region(s). However, there are several unclear problems and shortcomings in the codes' strut-tie model approach. A grid strut-tie model approach was proposed to resolve these problems. In this study, the ultimate strengths of 17 deep beams, the most familiar type of D-regions, were evaluated for the validity check of the grid strut-tie model approach. The analytical results obtained by the approach are compared with those by the strut-tie model approach presented by CEB-FIP, AASHTO LRFD, and ACI 318-02.

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Displacement-based design approach for highway bridges with SMA isolators

  • Liu, Jin-Long;Zhu, Songye;Xu, You-Lin;Zhang, Yunfeng
    • Smart Structures and Systems
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    • v.8 no.2
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    • pp.173-190
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    • 2011
  • As a practical and effective seismic resisting technology, the base isolation system has seen extensive applications in buildings and bridges. However, a few problems associated with conventional lead-rubber bearings have been identified after historical strong earthquakes, e.g., excessive permanent deformations of bearings and potential unseating of bridge decks. Recently the applications of shape memory alloys (SMA) have received growing interest in the area of seismic response mitigation. As a result, a variety of SMA-based base isolators have been developed. These novel isolators often lead to minimal permanent deformations due to the self-centering feature of SMA materials. However, a rational design approach is still missing because of the fact that conventional design method cannot be directly applied to these novel devices. In light of this limitation, a displacement-based design approach for highway bridges with SMA isolators is proposed in this paper. Nonlinear response spectra, derived from typical hysteretic models for SMA, are employed in the design procedure. SMA isolators and bridge piers are designed according to the prescribed performance objectives. A prototype reinforced concrete (RC) highway bridge is designed using the proposed design approach. Nonlinear dynamic analyses for different seismic intensity levels are carried out using a computer program called "OpenSees". The efficacy of the displacement-based design approach is validated by numerical simulations. Results indicate that a properly designed RC highway bridge with novel SMA isolators may achieve minor damage and minimal residual deformations under frequent and rare earthquakes. Nonlinear static analysis is also carried out to investigate the failure mechanism and the self-centering ability of the designed highway bridge.

Design Re-engineering of the Lower Support Structure of the APR1400 Reactor Internals

  • Tung, Nguyen Anh;Namgung, Ihn
    • Journal of the Korean Society of Systems Engineering
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    • v.13 no.1
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    • pp.25-31
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    • 2017
  • This paper aims to evaluate the conservatism in the design of APR1400 (Advanced Pressurized water Reactor 1400 designed by KHNP) reactor internals component, the LSS (Lower Support Structure). Re-engineering of the LSS is done based on the system design condition data and applicable ASME code that was used for the original APR1400 design. Systems engineering approach is applied to design the LSS of APR1400 without refering APR1400 LSS dimensional parameters and tries to verify important design parameters of APR1400 LSS as well as the validity of the re-engineering design process as independent verification method of reactor component design. Systems engineering approach applied in this study following V-model approach. The re-engineered LSS design showed more than enough conservatism for static loading case. The maximum deflection of LSS is under 1mm (calculated value is 0.25mm) from 4000 mm diameter of LSS. Hence the deflection can be ignored in other reactor internals for structural integrity assessment. Especially the effect of LSS deflection on fuel assembly can be minimized and which is one of the main requirements of LSS design. It also showed that the maximum stress intensity is 2.36MPa for the allowable stress intensity of 60.1 MPa. The stress resulted from the static load is also very small compared to the maximum allowable stress intensity, hence there is more than enough conservatism in the LSS design.

A Study on the Textile Design Approach of Biomimicry for Ecologically Sustainable Design (생태학적으로 지속가능한 디자인을 위한 생체모방의 텍스타일 디자인 접근법에 관한 연구)

  • Han, Wangmo
    • Journal of Fashion Business
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    • v.24 no.5
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    • pp.72-88
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    • 2020
  • Various methodologies have been proposed in discussions of sustainability to meet the needs and sustenance of both civilization and the ecosystem. Among them, the modern concept of biomimicry is emerging as a way to meet both the concepts of sustainable 'development' and 'society', due to its philosophical position encompassing the human-centered world view and the non-human-centered view of ecocentrism. Therefore, in the field of design in which it is necessary to take responsibility for environmental and social problems, this could be a good way to solve these issues. Biomimicry design can generally be divided into three stages: form, function, and ecosystem. From the point of view of ecological sustainability, ecosystem imitation is the most advanced and appropriate design approach that can solve the problems or even prevent them. Accordingly, this study derived a biomimicry design approach in the ecosystem imitation stage based on the concepts of biomimicry, ecological sustainability, and ecological aesthetics. The detailed approaches are 'imitation of the natural providence', 'imitation of the ecosystem's creation process', and 'imitation of the ecological cycle'. This study investigated and presented cases, such as the design imitating the ecological mechanism of microorganisms and the work using mark-making based on the derived design approach, because it could be too conceptual and idealistic by itself. Through this, we explored a method of applying and visualizing the concept of biomimicry in textile design at the ecosystem imitation level and showed its feasibility, although it still has difficulties in practical use.