• Title/Summary/Keyword: 3D Point cloud

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Complete 3D Surface Reconstruction from Unstructured Point Cloud (조직화되지 않은 점군으로부터의 3차원 완전 형상 복원)

  • Li Rixie;Kim Seokil
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.29 no.4 s.235
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    • pp.570-577
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    • 2005
  • In this study a complete 3D surface reconstruction method is proposed based on the concept that the vertices of surface model can be completely matched to the unstructured point cloud. In order to generate the initial mesh model from the point cloud, the mesh subdivision of bounding box and shrink-wrapping algorithm are introduced. The control mesh model for well representing the topology of point cloud is derived from the initial mesh model by using the mesh simplification technique based on the original QEM algorithm, and the parametric surface model for approximately representing the geometry of point cloud is derived by applying the local subdivision surface fitting scheme on the control mesh model. And, to reconstruct the complete matching surface model, the insertion of isolated points on the parametric surface model and the mesh optimization are carried out Especially, the fast 3D surface reconstruction is realized by introducing the voxel-based nearest-point search algorithm, and the simulation results reveal the availability of the proposed surface reconstruction method.

Development of Remote Measurement Method for Reinforcement Information in Construction Field Using 360 Degrees Camera (360도 카메라 기반 건설현장 철근 배근 정보 원격 계측 기법 개발)

  • Lee, Myung-Hun;Woo, Ukyong;Choi, Hajin;Kang, Su-min;Choi, Kyoung-Kyu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.6
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    • pp.157-166
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    • 2022
  • Structural supervision on the construction site has been performed based on visual inspection, which is highly labor-intensive and subjective. In this study, the remote technique was developed to improve the efficiency of the measurements on rebar spacing using a 360° camera and reconstructed 3D models. The proposed method was verified by measuring the spacings in reinforced concrete structure, where the twelve locations in the construction site (265 m2) were scanned within 20 seconds per location and a total of 15 minutes was taken. SLAM, consisting of SIFT, RANSAC, and General framework graph optimization algorithms, produces RGB-based 3D and 3D point cloud models, respectively. The minimum resolution of the 3D point cloud was 0.1mm while that of the RGB-based 3D model was 10 mm. Based on the results from both 3D models, the measurement error was from 10.8% to 0.3% in the 3D point cloud and from 28.4% to 3.1% in the RGB-based 3D model. The results demonstrate that the proposed method has great potential for remote structural supervision with respect to its accuracy and objectivity.

PointNet and RandLA-Net Algorithms for Object Detection Using 3D Point Clouds (3차원 포인트 클라우드 데이터를 활용한 객체 탐지 기법인 PointNet과 RandLA-Net)

  • Lee, Dong-Kun;Ji, Seung-Hwan;Park, Bon-Yeong
    • Journal of the Society of Naval Architects of Korea
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    • v.59 no.5
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    • pp.330-337
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    • 2022
  • Research on object detection algorithms using 2D data has already progressed to the level of commercialization and is being applied to various manufacturing industries. Object detection technology using 2D data has an effective advantage, there are technical limitations to accurate data generation and analysis. Since 2D data is two-axis data without a sense of depth, ambiguity arises when approached from a practical point of view. Advanced countries such as the United States are leading 3D data collection and research using 3D laser scanners. Existing processing and detection algorithms such as ICP and RANSAC show high accuracy, but are used as a processing speed problem in the processing of large-scale point cloud data. In this study, PointNet a representative technique for detecting objects using widely used 3D point cloud data is analyzed and described. And RandLA-Net, which overcomes the limitations of PointNet's performance and object prediction accuracy, is described a review of detection technology using point cloud data was conducted.

Development of PCC data transmission and reception using MMT (MMT를 이용한 PCC 데이터 송수신 기술 개발)

  • Park, Seong-Hwan;Kim, Kyu-Heon
    • Proceedings of the Korean Society of Broadcast Engineers Conference
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    • 2020.07a
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    • pp.576-578
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    • 2020
  • 최근 사용자에게 더욱 몰입감 있는 콘텐츠를 제공하기 위한 기술에 대한 관심이 증가하고 있으며 기존의 2D 콘텐츠와는 다른 새로운 방식인 3D 콘텐츠에 대한 연구가 활발히 진행되고 있으며 그 중 가장 대표적인 것이 Point Cloud 영상이라고 할 수 있다. Point Cloud의 경우 수많은 3차원 좌표를 가진 점들로 구성되어 있으며 각 점들마다 Attribute 값을 이용하여 색상 등의 표현이 가능한 구조로 이루어져 있다. 이러한 특성 때문에 Point Cloud 데이터는 방대한 용량을 가지고 있으며 기존의 2D 방식과 데이터 구조가 상이하기 때문에 새로운 압축 표준이 요구되었다. 이에 미디어 표준화 단체인 MPEG(Moving Picture Experts Group)에서는 MPEG-I(Immersive) 차세대 프로젝트 그룹을 이용하여 이러한 움직임에 대응하고 있다. MPEG-I의 part 5(Video-based Point Cloud Compression, V-PCC)에서는 객체를 대상으로 하여 기존의 비디오 코덱을 활용한 Point Cloud 압축 표준화를 진행중이다. V-PCC 데이터의 경우 기존의 2D 영상 데이터와 같이 전송을 통해 소비될 가능성이 아주 높기 때문에 이에 대한 고려가 필요하다. 현재 MPEG에서 표준화를 완료한 MMT(MPEG Media Transport)라는 전송 표준이 존재하기 때문에 이 기술을 활용 가능할 것으로 보인다. 따라서 본 논문에서는 Point Cloud 데이터를 압축한 V-PCC 데이터를 전송 표준 방식인 MMT를 이용하여 전송하는 방안에 대하여 제안한다.

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Sequential Point Cloud Generation Method for Efficient Representation of Multi-view plus Depth Data (다시점 영상 및 깊이 영상의 효율적인 표현을 위한 순차적 복원 기반 포인트 클라우드 생성 기법)

  • Kang, Sehui;Han, Hyunmin;Kim, Binna;Lee, Minhoe;Hwang, Sung Soo;Bang, Gun
    • Journal of Korea Multimedia Society
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    • v.23 no.2
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    • pp.166-173
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    • 2020
  • Multi-view images, which are widely used for providing free-viewpoint services, can enhance the quality of synthetic views when the number of views increases. However, there needs an efficient representation method because of the tremendous amount of data. In this paper, we propose a method for generating point cloud data for the efficient representation of multi-view color and depth images. The proposed method conducts sequential reconstruction of point clouds at each viewpoint as a method of deleting duplicate data. A 3D point of a point cloud is projected to a frame to be reconstructed, and the color and depth of the 3D point is compared with the pixel where it is projected. When the 3D point and the pixel are similar enough, then the pixel is not used for generating a 3D point. In this way, we can reduce the number of reconstructed 3D points. Experimental results show that the propose method generates a point cloud which can generate multi-view images while minimizing the number of 3D points.

A Fast Ground Segmentation Method for 3D Point Cloud

  • Chu, Phuong;Cho, Seoungjae;Sim, Sungdae;Kwak, Kiho;Cho, Kyungeun
    • Journal of Information Processing Systems
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    • v.13 no.3
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    • pp.491-499
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    • 2017
  • In this study, we proposed a new approach to segment ground and nonground points gained from a 3D laser range sensor. The primary aim of this research was to provide a fast and effective method for ground segmentation. In each frame, we divide the point cloud into small groups. All threshold points and start-ground points in each group are then analyzed. To determine threshold points we depend on three features: gradient, lost threshold points, and abnormalities in the distance between the sensor and a particular threshold point. After a threshold point is determined, a start-ground point is then identified by considering the height difference between two consecutive points. All points from a start-ground point to the next threshold point are ground points. Other points are nonground. This process is then repeated until all points are labelled.

A Comparison of 3D Reconstruction through the Passive and Pseudo-Active Acquisition of Images (수동 및 반자동 영상획득을 통한 3차원 공간복원의 비교)

  • Jeona, MiJeong;Kim, DuBeom;Chai, YoungHo
    • Journal of Broadcast Engineering
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    • v.21 no.1
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    • pp.3-10
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    • 2016
  • In this paper, two reconstructed point cloud sets with the information of 3D features are analyzed. For a certain 3D reconstruction of the interior of a building, the first image set is taken from the sequential passive camera movement along the regular grid path and the second set is from the application of the laser scanning process. Matched key points over all images are obtained by the SIFT(Scale Invariant Feature Transformation) algorithm and are used for the registration of the point cloud data. The obtained results are point cloud number, average density of point cloud and the generating time for point cloud. Experimental results show the necessity of images from the additional sensors as well as the images from the camera for the more accurate 3D reconstruction of the interior of a building.

Registration-free 3D Point Cloud Data Acquisition Technique for as-is BIM Generation Using Rotating Flat Mirrors

  • Li, Fangxin;Kim, Min-Koo;Li, Heng
    • International conference on construction engineering and project management
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    • 2020.12a
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    • pp.3-12
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    • 2020
  • Nowadays, as-is BIM generation has been popularly adopted in the architecture, engineering, construction and facility management (AEC/FM) industries. In order to generate a 3D as-is BIM of a structural component, current methods require a registration process that merges different sets of point cloud data obtained from multiple locations, which is time-consuming and registration error-prone. To tackle this limitation, this study proposes a registration-free 3D point cloud data acquisition technique for as-is BIM generation. In this study, small-size mirrors that rotate in both horizontal and vertical direction are used to enable the registration-free data acquisition technique. First, a geometric model that defines the relationship among the mirrors, the laser scanner and the target component is developed. Second, determinations of optimal laser scanner location and mirror location are performed based on the developed geometrical model. To validate the proposed registration-free as-is BIM generation technique, simulation tests are conducted on key construction components including a PC slab and a structural wall. The result demonstrates that the registration-free point cloud data acquisition technique can be applicable in various construction elements including PC elements and structural components for as-is BIM generation.

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Feature Template-Based Sweeping Shape Reverse Engineering Algorithm using a 3D Point Cloud

  • Kang, Tae Wook;Kim, Ji Eun;Hong, Chang Hee;Hwa, Cho Gun
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.680-681
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    • 2015
  • This study develops an algorithm that automatically performs reverse engineering on three-dimensional (3D) sweeping shapes using a user's pre-defined feature templates and 3D point cloud data (PCD) of sweeping shapes. Existing methods extract 3D sweeping shapes by extracting points on a PCD cross section together with the center point in order to perform curve fitting and connect the center points. However, a drawback of existing methods is the difficulty of creating a 3D sweeping shape in which the user's preferred feature center points and parameters are applied. This study extracts shape features from cross-sectional points extracted automatically from the PCD and compared with pre-defined feature templates for similarities, thereby acquiring the most similar template cross-section. Fitting the most similar template cross-section to sweeping shape modeling makes the reverse engineering process automatic.

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Development of a Three Dimensional Last Data Generation System using FFD (FFD를 이용한 3차원 라스트 데이터 생성 시스템)

  • 박인덕;임창현;김시경
    • Journal of Institute of Control, Robotics and Systems
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    • v.9 no.9
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    • pp.700-706
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    • 2003
  • This paper presents a 3D last design system that provides the 3-dimensional last data based on the FFD(Free Form Deformation) method. The proposed system utilizes the control points for deformation factor to convert from the 3D point cloud foot data to the 3D point cloud last data. The deformation factor of the FFD is obtained from the conventional last design technique, and constructed on the FFD lattice based on the bottom view and lateral view of the measured 3D point cloud foot data. In addition, the control points of FFD lattice is decided on the anatomical points of foot. The deformed 3D last obtained from the proposed FFD is saved as a 3D dxf foot data. The experimental results demonstrate that the proposed system have the descent 3D last data based on the openGL window.