• Title/Summary/Keyword: 3D geometry

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Theoretical Shape Analysis of Continuous Contact Helical Gear for Low Noise Pump (저소음 기어펌프용 연속접촉 헬리컬기어의 형상 설계에 관한 연구)

  • Kim, Kaptae;Shin, Soosik;Ji, Sang-Won
    • Journal of Power System Engineering
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    • v.22 no.6
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    • pp.58-66
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    • 2018
  • The use of external gear pumps is an effective way to achieve adequate performance at low cost when composing hydraulic systems. The biggest drawback, on the other hand, is the accompanying noise. Gears of continuous contact shape are actively used for the pump recently. The continuous contact shape must be the helical type due to the nature of the gear pump that is driven only by the drive gear. In this paper the theoretical shape of continuous contact gear is analyzed using simple rack shape of straight lines and two circular arcs. Using such geometry, the theoretical equation will be developed by envelope curves according to the conjugate gear shape rules. After checking the validity of the theory by the shape of gear rules, the grinding shape was also developed. The 3D shapes using equation can be also drawn. It was also shown that contact ratio and radius of curvature are easily developed by the theoretical equations.

BIM and Fire Safety Engineering - Overview of State of The Art

  • Davidson, Anne;Gales, John
    • International Journal of High-Rise Buildings
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    • v.10 no.4
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    • pp.251-263
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    • 2021
  • Fire safety engineering is a critical specialization to include in the design of a tall building yet is often excluded from the Building Information Model (BIM) and integrated design process. The design of fire safety systems is interdependent with building/structural geometry, HVAC, mechanical, and electrical systems. A BIM is a 3D visual representation that stores data on these kinds of systems. The compatibility between BIM and fire safety design seems obvious yet has received a dearth of attention in structural (fire) engineering literature. The authors herein have reviewed over 40 recent papers on utilizing BIM for fire safety engineering, focusing on contemporary literature to obtain a more up-to-date review of the state-of-the-art. The resulting trends, technologies, research gaps, and methodologies are presented in this paper. Adoption of BIM in fire safety engineering is slow and behind other disciplines which may be improved if research involved more industry partners. For BIM technology to reach its potential, industry manufacturers need to provide high LOD fire BIM objects, fire engineers and researchers need to collaborate on future advancements, and building owners/management need to be educated on how to use the benefits provided.

Development and Sensory Evaluation of Jacquard Fabrics with Three Dimensional Pattern Design for Bag (가방용 3D 입체패턴 디자인 자카드 직물 개발과 감성구조)

  • Kim, Jeong-Hwa;Kim, Myoung-ok;Lee, Jung-soon
    • Fashion & Textile Research Journal
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    • v.21 no.1
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    • pp.104-111
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    • 2019
  • This study was developed using the DTP (digital textile printing) jacquard fabrics with a three-dimensional pattern for bag and evaluated the preference and emotional structure. The following conclusions were obtained. Three-dimensional patterns of 12 species using the illustrator program, including six kinds of designs based on the text and six kinds of character types based on the geometry of the basic design was developed. As a result of evaluating the preference of the three-dimensional pattern jacquard fabric, the most preferred fabric was a three-dimensional patterned jacquard fabric with a motif of the Korean consonant "ㅅ". The results of analyzing the emotional dimension of the three-dimensional pattern jacquard fabric, eight factors including simple image, feminine image, exotic image, graphic image, sporty image, masculine image, dynamic image and stereoscopic image were derived. Between emotional factors and preferences correlation analysis showed the stronger the simple image, the feminine image, and the sporty image, the more preferable. It suggested the possibility of a morphological and new fabric for bag, textile design motifs by using Hangul consonants attempt to limit the flatness of the existing geometric form patterns that can be applied to three-dimensional bag whether swirly patterns overcome.

NTP-ERSN verification with C5G7 1D extension benchmark and GUI development

  • Lahdour, M.;El Bardouni, T.;El Hajjaji, O.;Chakir, E.;Mohammed, M.;Al Zain, Jamal;Ziani, H.
    • Nuclear Engineering and Technology
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    • v.53 no.4
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    • pp.1079-1087
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    • 2021
  • NTP-ERSN is a package developed for solving the multigroup form of the discrete ordinates, characteristics and collision probability of the Boltzmann transport equation in one-dimensional cartesian geometry, by combining pin cells. In this work, C5G7 MOX benchmark is used to verify the accuracy and efficiency of NTP-ERSN package, by treating reactor core problems without spatial homogenization. This benchmark requires solutions in the form of normalized pin powers as well as the vectors and the eigenvalue. All NTP-ERSN simulations are carried out with appropriate spatial and angular approximations. A good agreement between NTP-ERSN results with those obtained with OpenMC calculation code for seven energy groups. In addition, our studies about angular and mesh refinements are carried out to produce better quality solution. Moreover, NTP-ERSN GUI has also been updated and adapted to python 3 programming language.

Goal-oriented multi-collision source algorithm for discrete ordinates transport calculation

  • Wang, Xinyu;Zhang, Bin;Chen, Yixue
    • Nuclear Engineering and Technology
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    • v.54 no.7
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    • pp.2625-2634
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    • 2022
  • Discretization errors are extremely challenging conundrums of discrete ordinates calculations for radiation transport problems with void regions. In previous work, we have presented a multi-collision source method (MCS) to overcome discretization errors, but the efficiency needs to be improved. This paper proposes a goal-oriented algorithm for the MCS method to adaptively determine the partitioning of the geometry and dynamically change the angular quadrature in remaining iterations. The importance factor based on the adjoint transport calculation obtains the response function to get a problem-dependent, goal-oriented spatial decomposition. The difference in the scalar fluxes from one high-order quadrature set to a lower one provides the error estimation as a driving force behind the dynamic quadrature. The goal-oriented algorithm allows optimizing by using ray-tracing technology or high-order quadrature sets in the first few iterations and arranging the integration order of the remaining iterations from high to low. The algorithm has been implemented in the 3D transport code ARES and was tested on the Kobayashi benchmarks. The numerical results show a reduction in computation time on these problems for the same desired level of accuracy as compared to the standard ARES code, and it has clear advantages over the traditional MCS method in solving radiation transport problems with reflective boundary conditions.

Digital engineering models for prefabricated bridge piers

  • Nguyen, Duy-Cuong;Park, Seong-Jun;Shim, Chang-Su
    • Smart Structures and Systems
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    • v.30 no.1
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    • pp.35-47
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    • 2022
  • Data-driven engineering is crucial for information delivery between design, fabrication, assembly, and maintenance of prefabricated structures. Design for manufacturing and assembly (DfMA) is a critical methodology for prefabricated bridge structures. In this study, a novel concept of digital engineering model that combined existing knowledge of DfMA with object-oriented parametric modeling technologies was developed. Three-dimensional (3D) geometry models and their data models for each phase of a construction project were defined for information delivery. Digital design models were used for conceptual design, including aesthetic consideration and possible variation during fabrication and assembly. The seismic performance of a bridge pier was evaluated by linking the design parameters to the calculated moment-curvature curves. Control parameters were selected to consider the tolerance control and revision of the digital models. Digitalized fabrication of the prefabricated members was realized using the digital fabrication model with G-code for a concrete printer or a robot. The fabrication error was evaluated and the design digital models were updated. The revised fabrication models were used in the preassembly simulation to guarantee constructability. For the maintenance of the bridge, the as-built information was defined for the prefabricated bridge piers. The results of this process revealed that data-driven information delivery is crucial for lifecycle management of prefabricated bridge piers.

Influence of trapezoidal and sinusoidal corrugation on the flexural capacity of optimally designed thin-walled beams

  • Erdal, Ferhat;Tunca, Osman;Taylan, Harun;Ozcelik, Ramazan;Sogut, Huseyin
    • Structural Engineering and Mechanics
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    • v.84 no.1
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    • pp.63-76
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    • 2022
  • Major engineering requirements and technological developments in the steel construction industry are discussed to support a new innovative system, namely corrugated web beams, for future structural projections. These new-generation steel beams, fabricated as welded plate girders with corrugated webs, are designed to combine large spans with very low weight. In the present study, the flexural capacity of optimally designed trapezoidal and sinusoidal corrugated web beams was aimed at. For this purpose, the new metaheuristic methods, specifically hunting search and firefly algorithms, were used for the minimum weight design of both beams according to the rules of Eurocode EN 1193 15 and DASt-Ri 015. In addition, the strengthening effects of the corrugation geometry at the web posts on the load capacity of fabricated steel beams were tested in a reaction frame. The experimental tests displayed that the lateral capacity of trapezoidal web beams is more durable under flexural loads compared to sinusoidal web beams. These thin-walled beams were also simulated using a 3-D finite element model with plane strain to validate test results and describe the effectiveness of the ABAQUS software.

The change of maximum surge height according to coastal geometry and typhoon characters (연안지형과 태풍의 특성에 따른 최대폭풍해일고 변화)

  • Sangyoung Son;Xiaojuan Qian
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.124-124
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    • 2023
  • 본 연구에서는 태풍의 이동속도(TS), 상륙각도(LA) 및 연안 지형이 최대 해일고(MSH)에 미치는 복합적인 효과를 분석하기 위해, 이상적인 시나리오와 실제 규모의 사상에 대한 수치모의를 수행였으며. 이를 통해 태풍 진행시 연안을 따라 분포하는 최대 해일고의 일반적 특성을 도출하고자 한다. Delft3D-FM의 2차원 모델을 사용하여 수치모의를 진행하였으며, 모델 도메인은 태풍의 상륙 지점을 연안 중심에 위치시켜고 16km에서 1km까지 다중 해상도 격자로 구성하였다. 가상의 태풍은 다양한 TS와 LA 조건에 따라 생성되었고, TS는 기존의 태풍 사상들의 특성을 통계적으로 분석하여 유의한 범위에서 변화하도록 설정하는 반면, LA의 경우 0도에서 180도까지 15도 간격으로 변화시켰다. 또한, 연안형상과 해저 지형도 다양한 형태를 고려하였는데 해저 지형의 경우일정수심 혹은 여러 가지 대륙붕 폭을 지닌 지형, 다중 경사 지형 등이 고려되었다. 연안형상의 경우 형태 비율로 특징 지어지는 개방 연안과 만이 고려되었다. 총 763개의 이상적인 시나리오가 모의되었으며 그 결과 연안을 따라 MSH 분포를 분석하였다. 이상적인 시나리오에서 개발된 효과의 적용성을 검증하기 위해 다양한 TS와 LA 조건에서 역사적인 태풍 매미를 기반으로 현실적인 규모의 시나리오 모의가 실시되었다. 그 결과 빠르게 이동하는 TS가 개방 연안을 따라 분포하는MSH를 증폭시킨다는 사실을 재확인하는 등, 연안지형, 태풍의 특성에 따른 최대 푹풍해이고 변화에 대한 다양한 결과를 얻을 수 있었다.

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Thermal Stresses of Roller Compacted Concrete Dam Considering Construction Sequence and Seasonal Temperature (시공단계 및 계절별 온도영향을 고려한 롤러다짐콘크리트댐의 온도응력 해석)

  • Cha, Soo-Won;Jang, Bong-Seok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.6A
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    • pp.881-891
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    • 2008
  • The purpose of the present study is to investigate the influence of seasonal temperature variation on the thermal stresses in roller compacted concrete dam(RCD) structures. Using the finite element code, DIANA performs 2-D transient temperature and resultant stress analysis for RCD. Time variability of the mesh geometry is considered in order to simulate successive phases of the structure's construction. The main analysis variables are construction sequence, concrete temperature and ambient temperature. The results show principal tensile stress of hot-weathering concrete is higher than that of cold-weathering concrete. In some case the index of thermal cracking excesses 1.0, RCD also needs thermal management on placing temperature according to weather condition.

Free vibration analysis of FG composite plates reinforced with GPLs in thermal environment using full layerwise FEM

  • Mohammad Sadegh Tayebi;Sattar Jedari Salami;Majid Tavakolian
    • Structural Engineering and Mechanics
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    • v.85 no.4
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    • pp.445-459
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    • 2023
  • The current investigation is the first endeavor to apply the full layerwise finite element method (FEM) in free vibration analysis of functionally graded (FG) composite plates reinforced with graphene nanoplatelets (GPLs) in thermal environment. Unlike the equivalent single-layer (ESL) theories, the layerwise FEM focuses on all three-dimensional (3D) effects. The GPLs weight fraction is presumed invariable in each layer but varies through the plate thickness in a layerwise model. The modified Halpin-Tsai model is employed to acquire the effective Young's modulus. The rule of mixtures is applied to specify the effective Poisson's ratio and mass density. First, the current method is validated by comparing the numerical results with those stated in the available works. Next, a thorough numerical study is performed to examine the influence of various factors involving the pattern of distribution, weight fraction, geometry, and size of GPLs, together with the thickness-to-span ratio, thermal environment, and boundary conditions of the plate, on its free vibration behaviors. Numerical results demonstrate that employing a small percentage of GPL as reinforcement considerably grows the natural frequencies of the pure epoxy. Also, distributing more square-shaped GPLs, involving a smaller amount of graphene layers, and vicinity to the upper and lower surfaces make it the most efficient method to enhance the free vibration behaviors of the plate.