Damage risk assessment of historical asset using laser scan and finite element approach

被引:1
|
作者
Cimellaro, Gian Paolo [1 ]
Tanganelli, Marco [2 ]
Domaneschi, Marco [1 ]
Viti, Stefania [2 ]
机构
[1] Politecn Torino, Dipartimento Ingn Strutturale Edile & Geotecn DIS, Turin, Italy
[2] Univ Firenze, Dipartimento Architettura DIDA, Florence, Italy
关键词
Artifacts; safety of artifacts; blast hazard; vulnerability of case-studies; FE analysis;
D O I
10.1016/j.prostr.2020.11.155
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Most part of valuable art goods are conserved in the Museums, which are in charge of their maintenance and their exposure; some of them, however, have an outdoor location, enriching the artistic and touristic worth of the towns which host them. The art works have an intrinsic vulnerability, due to their irregular shape, slenderness, fragility and - as concerns some sculptures of historical centers - to their oldness. The outdoor artifacts, however, have further hazard sources, since they can hardly be guarded, and they are subjected to possible vandalism actions and lunatic or terrorist attacks. In this work the dynamic response of artifacts to blasts of assigned intensity are investigated on a case-study, i.e. the Fountain of Neptune, located in "Piazza della Signoria", in Florence. The Fountain of Neptune is a marble and bronze opus made by Bartolomeo Ammannati between 1560 and 1565. The main character of the Fountain, Neptune, is a marble statue 5.7 meters tall, with a weight equal to 11.5 ton. A preliminary laser scanner survey has been made to achieve the geometrical representation of the statue. The considered load condition consists of an explosion caused by 10 kg of TNT placed at 8 meters from the Fountain. The dynamic behavior of the complex under the assumed load has been represented through a numerical analysis, by considering the main statue only - since it is the slenderest element of the complex - and by assuming it as simply supported on the pedestal, without any connector. The obtained results showed the vulnerability of the statue to the assumed blast, and pointed out the role plaid by the contact assumption on its dynamic response. (C) 2020 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/) Peer-review under responsibility of Marco Tanganelli and Stefania Viti
引用
收藏
页码:183 / 191
页数:9
相关论文
共 50 条
  • [1] Finite element modeling of fatigue damage using a continuum damage mechanics approach
    De Jesus, AMP
    Ribeiro, AS
    Fernandes, AA
    [J]. JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 2005, 127 (02): : 157 - 164
  • [2] Seismic Risk Assessment of Historical Eastern Turkish Buildings by Finite Element Analysis
    Carhoglu, A. I.
    Usta, P.
    Korkmaz, K. A.
    [J]. ACTA PHYSICA POLONICA A, 2015, 127 (04) : 1083 - 1085
  • [3] Damage detection using finite element and laser operational deflection shapes
    Waldron, K
    Ghoshal, A
    Schulz, MJ
    Sundaresan, MJ
    Ferguson, F
    Pai, PF
    Chung, JH
    [J]. FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2002, 38 (03) : 193 - 226
  • [4] Assessment of structural damage using operational time responses and finite element simulation
    Ngwangwa, H. M.
    Heyns, P. S.
    Van Tonder, F.
    [J]. JOURNAL OF SOUND AND VIBRATION, 2006, 296 (1-2) : 23 - 45
  • [5] Slope risk assessment using efficient random finite element method
    Li Dian-qing
    Xiao Te
    Cao Zi-jun
    Zhou Chuang-bing
    Phoon Kok-kwang
    [J]. ROCK AND SOIL MECHANICS, 2016, 37 (07) : 1994 - 2003
  • [6] Impact damage assessment in laminated composites using acoustic emission and finite element methods
    Saeedifar, Milad
    [J]. POLYMER COMPOSITES, 2024, 45 (02) : 1036 - 1053
  • [7] Buckling length assessment with finite element approach
    Tiainen, T.
    Mela, K.
    Heinisuo, M.
    [J]. STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 1145 - 1150
  • [8] A METHODOLOGY FOR THE ASSESSMENT OF HISTORICAL STRUCTURES BASED ON FINITE ELEMENT MODELS
    Ayensa Pardo, Alberto
    Beltran Pellicer, Beatriz
    Ibarz Montaner, Elena
    Gracia Villa, Luis
    [J]. STRUCTURAL ANALYSIS OF HISTORICAL CONSTRUCTIONS, VOLS 1-3, 2012, : 407 - 415
  • [9] Assessment of historical foundation response of Fort Sumter, South Carolina, using finite element modelling
    Kyser, Daniel
    Ravichandran, Nadarajah
    Atamturkur, Sez
    [J]. INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2021, 15 (07) : 906 - 913
  • [10] Damage Assessment Method of Components Based on Finite Element Interaction
    [J]. Wang, Guo-Hui (wangguohui1121@sohu.com), 2017, Beijing Institute of Technology (37):