Interactive software for mapping concentrated displacements in masonry arches
Arches are an important part of the masonry architectural heritage and also serve as infrastructure for bridges and culverts. The behavior testing and structural health monitoring of masonry arches require effective measurement methods. There have been a lot of testing methods applied regarding this...
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| Published in | SoftwareX Vol. 19; p. 101154 |
|---|---|
| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier B.V
01.07.2022
Elsevier |
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| Abstract | Arches are an important part of the masonry architectural heritage and also serve as infrastructure for bridges and culverts. The behavior testing and structural health monitoring of masonry arches require effective measurement methods. There have been a lot of testing methods applied regarding this subject, among which the vision-based non-destructive methods are very appealing. However, as the demands of measuring accuracy and range increase, the labor and economic costs expand to uneconomical levels. A novel, cheap, and fast measurement strategy which focuses directly on the mechanical failure of masonry arches has been developed. This strategy termed Behavior Mapping (BM) is based on homography and does not require a high-precision camera or extensive experimental setup. A scale dry-stack arch was subjected to repeated collapses through springing displacements during the proof-of-concept development of BM. This generated a huge amount of data and required the development of a MATLAB® based graphical user interface (GUI). The objective of this article is to introduce the GUI and the accompanying data for the purpose of providing educational insight into the behavior of masonry arches. These educational experimental cases integrated in the GUI provide the possibility to better understand the failure mechanism of dry-stone arch under foot displacement, as well to easily identify the occurrence of mechanical joints and determine the value of deformations. This GUI can also be adapted for different arch configurations, as well for further real-time monitoring. |
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| AbstractList | Arches are an important part of the masonry architectural heritage and also serve as infrastructure for bridges and culverts. The behavior testing and structural health monitoring of masonry arches require effective measurement methods. There have been a lot of testing methods applied regarding this subject, among which the vision-based non-destructive methods are very appealing. However, as the demands of measuring accuracy and range increase, the labor and economic costs expand to uneconomical levels. A novel, cheap, and fast measurement strategy which focuses directly on the mechanical failure of masonry arches has been developed. This strategy termed Behavior Mapping (BM) is based on homography and does not require a high-precision camera or extensive experimental setup. A scale dry-stack arch was subjected to repeated collapses through springing displacements during the proof-of-concept development of BM. This generated a huge amount of data and required the development of a MATLAB® based graphical user interface (GUI). The objective of this article is to introduce the GUI and the accompanying data for the purpose of providing educational insight into the behavior of masonry arches. These educational experimental cases integrated in the GUI provide the possibility to better understand the failure mechanism of dry-stone arch under foot displacement, as well to easily identify the occurrence of mechanical joints and determine the value of deformations. This GUI can also be adapted for different arch configurations, as well for further real-time monitoring. |
| ArticleNumber | 101154 |
| Author | Milani, Gabriele Stockdale, Gabriel Yuan, Yu |
| Author_xml | – sequence: 1 givenname: Yu orcidid: 0000-0002-8603-1283 surname: Yuan fullname: Yuan, Yu organization: Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Piazza Leonardo da Vinci, 32, 20133 Milan, Italy – sequence: 2 givenname: Gabriel orcidid: 0000-0002-7836-6315 surname: Stockdale fullname: Stockdale, Gabriel organization: Masonry Methods, Inc., 11034 Crescent Drive, Nevada City, CA 95959, USA – sequence: 3 givenname: Gabriele surname: Milani fullname: Milani, Gabriele email: gabriele.milani@polimi.it organization: Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Piazza Leonardo da Vinci, 32, 20133 Milan, Italy |
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| Cites_doi | 10.1016/j.engstruct.2017.11.018 10.1016/j.engstruct.2020.111710 10.1002/stc.2187 10.1080/15732479.2015.1136655 10.1061/(ASCE)BE.1943-5592.0001341 10.1111/j.1477-9730.2008.00466.x 10.4028/www.scientific.net/KEM.817.221 10.1016/j.autcon.2010.11.008 10.1016/j.autcon.2012.11.035 10.1016/j.engstruct.2011.11.004 10.1016/j.engstruct.2014.04.051 10.1016/j.engstruct.2018.07.015 10.1016/j.engfailanal.2015.07.019 10.1016/j.conbuildmat.2021.126069 10.1504/IJMRI.2016.077469 10.1016/j.conbuildmat.2021.122490 |
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| Keywords | MATLAB GUI Masonry arch Homography Cheap and fast monitoring system |
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| References_xml | – volume: 23 start-page: 36 year: 2008 end-page: 50 ident: b7 article-title: Monitoring and assessing structural damage in historic buildings publication-title: Photogrammetr Rec contributor: fullname: Lorenzo – volume: 280 year: 2021 ident: b3 article-title: Shm of a severely cracked masonry arch bridge in India: Experimental campaign and adaptive NURBS limit analysis numerical investigation publication-title: Construct Build Mater contributor: fullname: Varma – volume: 817 start-page: 221 year: 2019 end-page: 228 ident: b19 article-title: Increase in seismic resistance for a full-scale dry stack masonry arch subjected to hinge control publication-title: Key Eng Mater contributor: fullname: Sarhosis – volume: 230 year: 2021 ident: b11 article-title: Quantifying the effect of geometric uncertainty on the structural behaviour of arches developed from direct measurement and structure-from-motion (SfM) photogrammetry publication-title: Eng Struct contributor: fullname: 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non-destructive geometric characterization publication-title: Autom Construct doi: 10.1016/j.autcon.2012.11.035 contributor: fullname: Riveiro – volume: 35 start-page: 296 year: 2012 ident: 10.1016/j.softx.2022.101154_b9 article-title: A novel methodology for the structural assessment of stone arches based on geometric data by integration of photogrammetry and ground-penetrating radar publication-title: Eng Struct doi: 10.1016/j.engstruct.2011.11.004 contributor: fullname: Solla – year: 2011 ident: 10.1016/j.softx.2022.101154_b16 contributor: fullname: Szeliski – volume: 75 start-page: 164 year: 2014 ident: 10.1016/j.softx.2022.101154_b14 article-title: Non-contact measurement of the dynamic displacement of railway bridges using an advanced video-based system publication-title: Eng Struct doi: 10.1016/j.engstruct.2014.04.051 contributor: fullname: Ribeiro – volume: 173 start-page: 706 year: 2018 ident: 10.1016/j.softx.2022.101154_b20 article-title: Failure modes prediction of masonry voussoir arches on moving supports publication-title: Eng Struct doi: 10.1016/j.engstruct.2018.07.015 contributor: fullname: Galassi – volume: 57 start-page: 31 year: 2015 ident: 10.1016/j.softx.2022.101154_b5 article-title: In-situ NDT testing procedure as an integral part of failure analysis of historical masonry arch bridges publication-title: Eng Failure Anal doi: 10.1016/j.engfailanal.2015.07.019 contributor: fullname: Bergamo – volume: 319 year: 2022 ident: 10.1016/j.softx.2022.101154_b15 article-title: The behavior mapping of masonry arches subjected to lumped deformations publication-title: Construct Build Mater doi: 10.1016/j.conbuildmat.2021.126069 contributor: fullname: Stockdale – volume: 1 start-page: 101 year: 2016 ident: 10.1016/j.softx.2022.101154_b4 article-title: Reinforced stability-based design: a theoretical introduction through a mechanically reinforced masonry arch publication-title: Int J Masonry Res Innov doi: 10.1504/IJMRI.2016.077469 contributor: fullname: Stockdale – volume: 280 year: 2021 ident: 10.1016/j.softx.2022.101154_b3 article-title: Shm of a severely cracked masonry arch bridge in India: Experimental campaign and adaptive NURBS limit analysis numerical investigation publication-title: Construct Build Mater doi: 10.1016/j.conbuildmat.2021.122490 contributor: fullname: Grillanda – year: 2012 ident: 10.1016/j.softx.2022.101154_b2 contributor: fullname: Stockdale – year: 1957 ident: 10.1016/j.softx.2022.101154_b17 contributor: fullname: Artin |
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| Title | Interactive software for mapping concentrated displacements in masonry arches |
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