On the use minor and non-destructive methods for the safety evaluation of an historic RC bridge: the Bôco Bridge

The authors would like to express their gratitude to Tezin Nyandak and Gonçalo Escusa for their help during the experimental campaign. The work was also financed by FEDER funds through the Competitiveness Factors Operational Programme - COMPETE and by national funds through FCT – Foundation for Science and Technology within the scope of the project POCI-01-0145-FEDER-007633.Currently in use, the Bôco Reinforced Concrete (RC) Bridge, built in the early of 20th century, is one of the oldest RC bridges in Portugal. Its initial structural system, erected following the Hennebique system, was retrofitted in the 1960s to support heavy traffic, increasing the section of its structural components. However, the low quality of implemented retrofitting solution has promoted the presence of pathological processes, mainly concrete spalling and steel corrosion. In this context, the present paper shows the first results obtained during the second experimental campaign carried out on the bridge. This campaign comprised the use of several minor and non-destructive methods (laser scanning, operational modal analysis, and laboratory material characterization and mechanical tests), with the aim of improving the knowledge of the bridge and create an accurate numerical simulation (by means of Finite Element Model) to evaluate the safety level of this bridge. Results derived from this campaign, show a bridge with high load capacity, verifying the Ultimate Limit State.FCT -Fundação para a Ciência e a Tecnologia(POCI-01-0145-FEDER-007633)info:eu-repo/semantics/publishedVersio

Registration And Feature Extraction From Terrestrial Laser Scanner Point Clouds For Aerospace Manufacturing

Aircraft wing manufacture is becoming increasingly digitalised. For example, it is becoming possible to produce on-line digital representations of individual structural elements, components and tools as they are deployed during assembly processes. When it comes to monitoring a manufacturing environment, imaging systems can be used to track objects as they move about the workspace, comparing actual positions, alignments, and spatial relationships with the digital representation of the manufacturing process. Active imaging systems such as laser scanners and laser trackers can capture measurements within the manufacturing environment, which can be used to deduce information about both the overall stage of manufacture and progress of individual tasks. This paper is concerned with the in-line extraction of spatial information such as the location and orientation of drilling templates which are used with hand drilling tools to ensure drilled holes are accurately located. In this work, a construction grade terrestrial laser scanner, the Leica RTC360, is used to capture an example aircraft wing section in mid-assembly from several scan locations. Point cloud registration uses 1.5"white matte spherical targets that are interchangeable with the SMR targets used by the Leica AT960 MR laser tracker, ensuring that scans are connected to an established metrology control network used to define the coordinate space. Point cloud registration was achieved to sub-millimetre accuracy when compared to the laser tracker network. The location of drilling templates on the surface of the wing skin are automatically extracted from the captured and registered point clouds. When compared to laser tracker referenced hole centres, laser scanner drilling template holes agree to within 0.2mm

Geometric accuracy evaluation of mobile terrestrial LIDAR surveys with supporting algorithms

Mobile Mapping System (MMS) technology is widely used for many applications, hence quantifying its accuracy is a very important and essential task and is a primary focus of this research. In general, to perfrom geometric accuracy evaluation of MMS data, validation points/features are needed. A method is needed to capture a point feature off the roadway in a position where a target on the ground surface would not be visible to the scanner. In this study, eight sphere targets with 14 diameter were placed on the shoulder of the roadway over validation points on the ground. The sphere targets were constructed from injection molded spherical light fixtures. Through a calibration process, they were verified as consistent in size and shape at the 1 mm level. The targets were scanned by four different MMSs (two of design grade and two of asset grade) on two established Test Sites representing different roadway environments (highway and urban settings). Two different selectable data rates (250 KHz and 500 KHz) were also exercised in the data collection as well as two different vehicle driving techniques for data collection (with and without acceleration while the vehicle is turning). Absolute and relative accuracy of the dataset obtained from MMS are of interest. All of these characteristics and factors have been geometrically evaluated through the developed procedures. An automatic sphere target detection/estimation algorithm was developed to detect and extract the scanned sphere target points by eliminating most of the adjacent non-sphere points via a 3D Hough transform process. Following this, the sphere center is robustly located through estimation via L1-norm minimization which allows outliers (ex. tribrach points) to be detected and automatically eliminated. Subsequently the final sphere target center is estimated through least squares. This procedure is robust to several sources of non-random noise. Through error propagation, the precision of the center point estimation is SE90 = 0.20 cm (radius for spherical error, 90%). The case of disturbed targets was able to be detected with the results from this algorithm as well. Although such geometric targets have been widely used in static laser scanning, their use in Mobile Mapping has not been thoroughly studied. Another contribution from this research is that L1-estimation has been applied to all methods of forming condition equations. Those are indirect observations (line fitting), observations only (level network), and mixed model (dependent relative orientation of stereo pair images) problems. Existing published work has exclusively been applied to the indirect observations form of condition equation representation. In this test, outliers which were intentionally added to observations of all the problems were correctly detected. Additionally, L1-estimation was implemented to each of the problems by two different approaches: 1) by using a linear programming approach solved by the simplex method, 2) by a brute force method (exhaustive search for all possible sets of solutions). Results from both approaches are identical. This has verified the idea that the linear programming approach can be used as a convenient tool for implementing L1-estimation for all methods of forming the condition equations