• Title/Summary/Keyword: Lifting Analysis

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Safety Assessment for Installation of Deck Crane by Lifting (데크 크레인의 리프팅 설치 작업에 대한 안전성 평가)

  • Ryu, Hyun-Su
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.6
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    • pp.3680-3684
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    • 2015
  • A deck crane is installed on the deck of a ship by lifting method using tower crane or floating crane. The safety assessment for two points lifting method should be preceded to ensure a safe installation of deck crane. In this study, finite element models of deck crane and fixing jig are generated for the structural analysis which can evaluate a safety of lifting method. Also, reaction forces and boundary conditions considering lifting state are applied to the structural analysis. The proposed safety assessment method can be useful as an analytic tool that can provide a safer procedure for installation of deck crane by lifting method.

Comparative Analysis of the Right Shoulder's Muscle Activity When Lifting Ipsilateral and Contralateral Legs during the Push Up Plus Exercise (푸쉬업 플러스 동작 시 동측과 반대측 다리 들기에 따른 우측 어깨근 활성도 비교 분석)

  • Cho, Sung-hak
    • Journal of the Korean Society for Precision Engineering
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    • v.32 no.8
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    • pp.749-754
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    • 2015
  • The purpose of this study is to conduct a comparative analysis of the right shoulder's muscle activity when lifting ipsilateral and contralateral legs during the Push Up Plus (PUP) exercise, which is a typical shoulder stabilizing exercise, and to provide effective data for a shoulder stabilization exercise. Upper trapezius, lower trapezius, levator scapula, supraspinatus, infraspinatus, deltoid posterior, serratus anterior and pectoralis major, which are eight main muscles of a shoulder, were analyzed for the left and right leg lifting by using an electromyogram (EMG). The study revealed that the muscle activities of the right shoulder's upper trapezius, levator scapula, supraspinatus, serratus anterior and pectoralis major were higher when lifting an ipsilateral (right side) leg, compared to lifting a contralateral (left side) leg. Therefore, lifting an ipsilateral leg can be an effective method for enhancing the maneuverability (mobility) of the right shoulder when lifting a single leg.

Development of an Automation Library in Multi-Body Dynamics Program for Dynamic Structural Analysis of Block Lifting Process (블록의 리프팅 동적 구조해석을 위한 다물체 동역학 프로그램의 내장형 자동화 라이브러리 개발)

  • Jung, Da-un;Cha, Ju-Hwan;Song, Chang-Yong;Lee, Chung-Hyoung
    • Journal of the Society of Naval Architects of Korea
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    • v.53 no.2
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    • pp.135-143
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    • 2016
  • In this study, an embedded system composed of equipment setting, block importing, scenario setting and output reporting is developed in multi-body dynamics program, ADAMS, for conducting dynamic structural analysis of block lifting process. First, equipment used for block lifting process is set in the simulation environment and the shapes and functions of two lifting beams, and six block loaders are provided as the equipment. Second, the modal analysis result of the lifting block is imported from the static structural analysis system, NASTRAN. Third, the lifting scenarios, such as hoisting, waiting, trolley moving, and wire connecting, are set in the system. Finally, output results in the forms of plots, texts and tables, are reported after the dynamic structural analysis. The test examples conducted in a shipyard are applied into the developed system in various condition and scenarios. The loads at the lug points, the stress contours, and the hot spot tables of the developed system are compared with the result of the static analysis system.

Optimum Slab-Lifting Positions for Precast Concrete Pavement Construction (프리캐스트 콘크리트 포장 시공 시 최적 슬래브 리프팅 위치)

  • Kim, Seong-Min;Cho, Byoung-Hooi;Han, Seung-Hwan
    • International Journal of Highway Engineering
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    • v.9 no.2 s.32
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    • pp.27-37
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    • 2007
  • This research was conducted to determine the optimum lifting positions on precast concrete slabs for precast concrete pavement construction, based on the analysis of concrete stress distribution under various lifting conditions. To analyze stresses in concrete slabs, the finite element method was implemented and a numerical model of the precast slab that was going to be used in the experimental construction was developed. Changes in the stress distribution due to the lifting angle were investigated because slab lifting is not always performed in the perpendicular direction to the slab surface. In addition, the effect of the lifting level, the distance between the neutral axis of the slab and the lifting point, on the stress distribution was investigated since the lifting point is not always at the neutral axis of the slab. To consider the actual steel design of the precast slab, the effect of the reinforcement near the lifting point was also investigated. From this study, the optimum lifting positions of the precast slabs were determined according to the lifting angle and level, and the results were compared with the lifting positions used in the PCI standards.

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A Study on Remaining Efficiency of Thermal Straightening after Block Lifting

  • Ha, Yunsok;Yi, Myungsu
    • Journal of Advanced Research in Ocean Engineering
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    • v.1 no.3
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    • pp.148-156
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    • 2015
  • Deck plates of ships or offshore structures would make out-of-plane distortion for their thin thickness. These distortions are usually straightened by thermal straightening such as flame heating method. After thermal straightening, the blocks are lifted and moved by cranes to assemble it at dry-dock stage. After this lifting process, out-of-plane deformation again happens frequently. And then, they continuously cause quality and accuracy problems in the final dry-dock process. So, it takes more time for repair and correction working. According to preceding research, the lifting process by cranes would offset the effect on thermal straightening. The target of this study is to develop a methodology analyzing the remaining efficiency of thermal straightening after block lifting. The development was based on the assumption of yield state at straightening region. Therefore the remaining efficiency was obtained by different stiffness slope while lifting & relieving. The efficiency formula was designed using inherent strain, and we made a table of zero-efficiency by cooling speed and class rule's steels. As a result, if the stress orthogonal to straightened line is calculated during lifting analysis by FEA, the efficiency can be obtained linearly to the values in the table. Finally, even optimized carling position can be designed by considering the regional data from series project and welding region on deck.

A study on applying the direct estimation method to determining maximum acceptable weight in symmetric lifting task (직접추정법의 대칭적인 들기 작업의 최대허용하중 결정에의 적용에 관한 연구)

  • 이관석;박희석
    • Journal of the Ergonomics Society of Korea
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    • v.14 no.1
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    • pp.1-7
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    • 1995
  • In this paper, the effectiveness and accuracy of using the direct estimation method were investigated in determining a worker's lifting capacity or the maximum acceptable weight of lifting (MAWOL) of symmetrical fifting tasks in the workplace were investigated. Six lifting tasks involving two vertical fifting start-end points (0-80cm, 47-102cm) and three lifting frequencies (1, 2, and 4 lifts/minute) were studied. Ten young, male subjects performed the six lifting tasks to predict the MAWOL using the psychophysical method and the direct estimation method. The main results indicated that there were no significant differences between the MAWOLs determined by the two methods except for the lifting frequency of 4 lifts/minute. Analysis of variance was performed on the task rating data to check the consistency of the task rating across subjects, which revealed no significant difference.

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Lifting Analysis for Ship Hull Blocks using 4 Cranes (4기 크레인을 이용한 선체블록의 인양력 해석)

  • 최경식;김동준
    • Journal of the Society of Naval Architects of Korea
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    • v.41 no.2
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    • pp.98-105
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    • 2004
  • This study focuses on an analytical approach to calculate four crane lifting forces for heavy ship hull blocks considering elongations of lilting slings. Four-crane-lifting is a redundant problem. During lifting procedures, in addition to the force and moment equilibrium equations, a compatibility condition is introduced to determine 4 unknown lifting forces. For verification of the method, a ship hull block with field measurements data is analyzed and the result shows that the information obtained by current method could be useful to engineers to conduct lifting work at shipyards.

Design for Raising the Rate of Recovering use of Lifting Lug (리프팅 러그 재사용율 제고를 위한 설계)

  • 김상일
    • Journal of the Society of Naval Architects of Korea
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    • v.40 no.4
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    • pp.59-65
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    • 2003
  • With the fast growth of shipbuilding industry, in recent years several hundreds of thousands of lifting lugs for a year have been used. This paper is aimed at maximizing the recovering use of lifting lugs. In this study, we have evaluated the structural strength for present and modified lifting lugs under in-plane and out-of-plane load conditions. For this purpose, the equivalent stresses have been calculated by nonlinear elasto-plastic analysis using the finite element program ABAQUS. At the same time, the contact conditions between lifting lug and shackle pin are also considered.

Block Lifting Analysis to Examine the Cause of Cracking in the Hopper Top Plate (블록 리프팅 시 Hopper Tank부 균열 발생 가능성 검토를 위한 구조해석)

  • KIM SANG-IL
    • Journal of Ocean Engineering and Technology
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    • v.20 no.1 s.68
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    • pp.16-19
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    • 2006
  • With the fast growth of the shipbuilding industry, the number of lifting lugs used every year has reached onehundred. This paper is aimed at examining the cause of cracking in the hopper top plate, due to block lifting. First of all, we have investigated the fracture surface in the occurrence position of the crack of the hopper top plate, using the scanning electron microscope. In this study, we have evaluated the structural strength for COT super block under present lifting conditions. For this purpose, the equivalent stresses have been calculated by linear elastic analysis, using the finite element program ABAQUS.

Derivation of Factors for Improvement for Efficient Procurement and Lifting Management of Modular Construction (모듈러 건축공사의 조달 및 양중 효율화를 위한 중점개선 요구사항 도출)

  • Kim, Min Ju;Lee, Dongmin;Lim, Hyunsu;Cho, Hunhee;Kang, Kyung-In
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.05a
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    • pp.211-212
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    • 2015
  • Procurement and lifting scheduling of modules and resources in modular construction, where modules that are manufactured from factory are delivered and assembled on site, is a crucial factor that determines the efficiency of the whole construction. However, previous studies have barely acknowledged the significance of resource procurement process and lifting of modules in modular construction. Therefore, this research aims to derive factors that are in need of improvement for successful implementation of procurement and lifting efficiency, and visualize them according to their importance and performance on improvement through IPA(Important Performance Analysis).

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