Anselmo Filice
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Research Interests
Anselmo Filice has a total of 7 co-authors. Here are the top co-authors by number of shared publications:
- Antonio Bono
Department of Informatics, Modeling, Electronics and Systems Engineering, University of Calabria, Rende, Italy
1 shared publication Babak Rahami
University of Calabria,Department of Informatics, Modeling, Electronics and Systems Engineering,Rende,Italy,87036
1 shared publication- Enrico Natalizio
Technology Innovation Institute (TII), Abu Dhabi, United Arab Emirates
1 shared publication - Giuseppe Fedele
Department of Informatics, Modeling, Electronics and Systems Engineering, University of Calabria, 87036 Rende, Italy
1 shared publication - Luigi D'ALfonso
DIMES Università della Calabria Rende Italy
1 shared publication - Miroslav Mynarz
Department of Fire Protection, Faculty of Safety Engineering, Technical University of Ostrava, Lumírova 630/13, Výškovice, 700 30 Ostrava, Czech Republic
1 shared publication
Latest Publications
- Open Access
- 12 April 2022
- Published by MDPI AG in Remote Sensing
- Vol. 14 (8) , 1858
Path Planning and Control of a UAV Fleet in Bridge Management Systems
Traditional methodologies for precise inspection of bridges (pavement, beams, column cap, column, joints and inside box girder, etc.) with By-bridge equipment, Aerial Work Platform (AWP) or via ropes have several limits that can be overcome by using Unmanned Aerial Vehicles (UAVs). The constant development in this field allows us to go beyond the manual control and the use of a single UAV. In the context of inspection rules, this research provides new inputs to the multilevel approach used today and to the methods of structural inspection with drones. Today, UAV-based inspections are limited by manual and/or semi-automatic control with many restrictions on trajectory settings, especially for areas of difficult access with Global Navigation Satellite Systems (GNSS) denied that still require the intervention of a human operator. This work proposes the use of autonomous navigation with a fleet of UAVs for infrastructural inspections. Starting from a digital twin, a solution is provided to problems such as the definition of a set of reference trajectories and the design of a position controller. A workflow to integrate a generic Bridge Management System (BMS) with this type of approach is provided.
- 12 April 2022
- Published by MDPI AG in Remote Sensing
- Vol. 14 (8) , 1858
Open AccessPath Planning and Control of a UAV Fleet in Bridge Management Systems
Traditional methodologies for precise inspection of bridges (pavement, beams, column cap, column, joints and inside box girder, etc.) with By-bridge equipment, Aerial Work Platform (AWP) or via ropes have several limits that can be overcome by using Unmanned Aerial Vehicles (UAVs). The constant development in this field allows us to go beyond the manual control and the use of a single UAV. In the context of inspection rules, this research provides new inputs to the multilevel approach used today and to the methods of structural inspection with drones. Today, UAV-based inspections are limited by manual and/or semi-automatic control with many restrictions on trajectory settings, especially for areas of difficult access with Global Navigation Satellite Systems (GNSS) denied that still require the intervention of a human operator. This work proposes the use of autonomous navigation with a fleet of UAVs for infrastructural inspections. Starting from a digital twin, a solution is provided to problems such as the definition of a set of reference trajectories and the design of a position controller. A workflow to integrate a generic Bridge Management System (BMS) with this type of approach is provided.
- Open Access
- 4 March 2022
- Published by MDPI AG in Applied Sciences
- Vol. 12 (5) , 2691
Experimental and Empirical Study for Prediction of Blast Loads
This paper presents the issue of determining the blast load on an engineering structure. In cases of industrial accidents or terrorist attacks, in many cases it is necessary to determine the necessary explosion parameters to determine the response of the structure, preferably in a simple and time-saving manner. In such a way, the empirical relationships can be used to estimate the selected parameters of the explosion load. Many empirical relationships have been derived in the past, but not all are suitable for different types of explosions. This article compares and validates experimentally determined selected explosion parameters for the chosen explosive with empirical relationships. For comparison, three already verified and frequently used calculation procedures (Kingery, Kinney, Henrych) and one newly derived procedure (PECH) were used. As part of the experimental measurements, blast wave explosion parameters for small charges were determined for near-field explosions. The general-purpose plastic explosive Semtex 10-SE was used for the experiments. The results of the comparative study presented in this article demonstrate the importance of taking these procedures into account for a reliable determination of the effects of blast actions on buildings.
- 4 March 2022
- Published by MDPI AG in Applied Sciences
- Vol. 12 (5) , 2691
Open AccessExperimental and Empirical Study for Prediction of Blast Loads
This paper presents the issue of determining the blast load on an engineering structure. In cases of industrial accidents or terrorist attacks, in many cases it is necessary to determine the necessary explosion parameters to determine the response of the structure, preferably in a simple and time-saving manner. In such a way, the empirical relationships can be used to estimate the selected parameters of the explosion load. Many empirical relationships have been derived in the past, but not all are suitable for different types of explosions. This article compares and validates experimentally determined selected explosion parameters for the chosen explosive with empirical relationships. For comparison, three already verified and frequently used calculation procedures (Kingery, Kinney, Henrych) and one newly derived procedure (PECH) were used. As part of the experimental measurements, blast wave explosion parameters for small charges were determined for near-field explosions. The general-purpose plastic explosive Semtex 10-SE was used for the experiments. The results of the comparative study presented in this article demonstrate the importance of taking these procedures into account for a reliable determination of the effects of blast actions on buildings.
- 1 October 2019
- Published by Institute of Electrical and Electronics Engineers (IEEE)
- p. 1-4
A Distributed Model Predictive Control Strategy for Vehicle Teams in Uncertain Narrowed Environments
In this paper, an hybrid distributed MPC strategy has been developed for teams of unmanned vehicle moving in uncertain and narrowed environments. The proposed solution does not require the exact knowledge of the obstacle and /or corridor geometry. The resulting algorithm is conceived so that only the leader of the platoon within a corridor computes the admissible control actions that will be successively used by all the followers.
- 1 October 2019
- Published by Institute of Electrical and Electronics Engineers (IEEE)
- p. 1-4
A Distributed Model Predictive Control Strategy for Vehicle Teams in Uncertain Narrowed Environments
In this paper, an hybrid distributed MPC strategy has been developed for teams of unmanned vehicle moving in uncertain and narrowed environments. The proposed solution does not require the exact knowledge of the obstacle and /or corridor geometry. The resulting algorithm is conceived so that only the leader of the platoon within a corridor computes the admissible control actions that will be successively used by all the followers.