Digital Twinning of Existing Bridges from Labelled Point Clusters

The automation of digital twinning for existing bridges from point clouds has yet been solved. Whilst current methods can automatically detect bridge objects in points clouds in the form of labelled point clusters, the fitting of accurate 3D shapes to detected point clusters remains human dependent to a great extent. 95% of the total manual modelling time is spent on customizing shapes and fitting them to right locations. The challenges exhibited in the fitting step are due to the irregular geometries of existing bridges. Existing methods can fit geometric primitives such as cuboids and cylinders to point clusters, assuming bridges are made up of generic shapes. However, the produced geometric digital twins are too ideal to depict the real geometry of bridges. In addition, none of existing methods have evaluated the resulting models in terms of spatial accuracy with quantitative measurements. We tackle these challenges by delivering a slicing-based object fitting method that can generate the geometric digital twin of an existing reinforced concrete bridge from labelled point clusters. The accuracy of the generated models is gauged using distance-based metrics. Experiments on ten bridge point clouds indicate that the method achieves an average modelling distance smaller than that of the manual one (7.05 cm vs. 7.69 cm) (value included all challenging cases), and an average twinning time of 37.8 seconds. Compared to the laborious manual practice, this is much faster to twin bridge concrete elements.

[1]  Sven Oesau,et al.  Indoor scene reconstruction using feature sensitive primitive extraction and graph-cut , 2014 .

[2]  Ioannis Brilakis,et al.  Recursive segmentation for as-is bridge information modelling , 2017 .

[3]  Ruodan Lu,et al.  Detection of Structural Components in Point Clouds of Existing RC Bridges , 2018, Comput. Aided Civ. Infrastructure Eng..

[4]  Andrzej Kobryń,et al.  Transition Curves for Highway Geometric Design , 2017 .

[5]  J. Amann,et al.  Extension of the upcoming IFC alignment standard with cross sections for road design , 2015 .

[6]  Chimay J. Anumba,et al.  Mapping between BIM and 3D GIS in different levels of detail using schema mediation and instance comparison , 2016 .

[7]  Sergej Muhic,et al.  SeeBridge as next generation bridge inspection: Overview, Information Delivery Manual and Model View Definition , 2018, Automation in Construction.

[8]  Patricio A. Vela,et al.  Automatic Generation of As-Built Geometric Civil Infrastructure Models from Point Cloud Data , 2014 .

[9]  André Borrmann,et al.  Exchange of parametric bridge models using a neutral data format , 2013 .

[10]  Debra F. Laefer,et al.  Toward automatic generation of 3D steel structures for building information modelling , 2017 .

[11]  Enrique Valero,et al.  Automatic Method for Building Indoor Boundary Models from Dense Point Clouds Collected by Laser Scanners , 2012, Sensors.

[12]  Antonio Adán,et al.  Semantic 3D Reconstruction of Furnished Interiors Using Laser Scanning and RFID Technology , 2016 .

[13]  Jianxiong Xiao,et al.  Reconstructing the World's Museums , 2012, ECCV.

[14]  Christian Koch,et al.  Industry Foundation Classes: A Standardized Data Model for the Vendor-Neutral Exchange of Digital Building Models , 2018 .