Application of selected modern technology systems to strengthen the damaged masonry dome of historical St. Anna’s Church in Wilanów (Poland)

The aim of the paper is to present a study on the cracked brick masonry dome of the historical church of St. Anna in Wilanów (Poland), founded in 1772 and entered in the Polish register of monuments in 1965. The calculation of static-strength for strengthening the dome was carried out taking into ac...

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Main Authors: Ryszard Chmielewski, Leopold Kruszka
Format: Article
Language:English
Published: Elsevier 2015-12-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509515300085
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spelling doaj-746fac2b7b634862a6b5117f57ac09322020-11-24T20:59:44ZengElsevierCase Studies in Construction Materials2214-50952015-12-013C9210110.1016/j.cscm.2015.08.001Application of selected modern technology systems to strengthen the damaged masonry dome of historical St. Anna’s Church in Wilanów (Poland)Ryszard ChmielewskiLeopold KruszkaThe aim of the paper is to present a study on the cracked brick masonry dome of the historical church of St. Anna in Wilanów (Poland), founded in 1772 and entered in the Polish register of monuments in 1965. The calculation of static-strength for strengthening the dome was carried out taking into account the characteristics of the vaulted construction works and a relevant existing structure with designed elements of the strengthening construction works based on using carbon tape SIKA CarboDur) and spiral steel rods in the HELIFIX system. The use of a three-dimensional structural model of the masonry dome allowed a detailed determination of the internal force distribution and the adoption of an appropriate repair and strengthening regime for this load-bearing structure. The correctness of the design solutions and calculation assumptions is reflected in the fact that, after a period of more than three years, no damage to the repaired elements of the masonry dome occurred.http://www.sciencedirect.com/science/article/pii/S2214509515300085Damaged masonryRepair systemModern strengthening technology
collection DOAJ
language English
format Article
sources DOAJ
author Ryszard Chmielewski
Leopold Kruszka
spellingShingle Ryszard Chmielewski
Leopold Kruszka
Application of selected modern technology systems to strengthen the damaged masonry dome of historical St. Anna’s Church in Wilanów (Poland)
Case Studies in Construction Materials
Damaged masonry
Repair system
Modern strengthening technology
author_facet Ryszard Chmielewski
Leopold Kruszka
author_sort Ryszard Chmielewski
title Application of selected modern technology systems to strengthen the damaged masonry dome of historical St. Anna’s Church in Wilanów (Poland)
title_short Application of selected modern technology systems to strengthen the damaged masonry dome of historical St. Anna’s Church in Wilanów (Poland)
title_full Application of selected modern technology systems to strengthen the damaged masonry dome of historical St. Anna’s Church in Wilanów (Poland)
title_fullStr Application of selected modern technology systems to strengthen the damaged masonry dome of historical St. Anna’s Church in Wilanów (Poland)
title_full_unstemmed Application of selected modern technology systems to strengthen the damaged masonry dome of historical St. Anna’s Church in Wilanów (Poland)
title_sort application of selected modern technology systems to strengthen the damaged masonry dome of historical st. anna’s church in wilanów (poland)
publisher Elsevier
series Case Studies in Construction Materials
issn 2214-5095
publishDate 2015-12-01
description The aim of the paper is to present a study on the cracked brick masonry dome of the historical church of St. Anna in Wilanów (Poland), founded in 1772 and entered in the Polish register of monuments in 1965. The calculation of static-strength for strengthening the dome was carried out taking into account the characteristics of the vaulted construction works and a relevant existing structure with designed elements of the strengthening construction works based on using carbon tape SIKA CarboDur) and spiral steel rods in the HELIFIX system. The use of a three-dimensional structural model of the masonry dome allowed a detailed determination of the internal force distribution and the adoption of an appropriate repair and strengthening regime for this load-bearing structure. The correctness of the design solutions and calculation assumptions is reflected in the fact that, after a period of more than three years, no damage to the repaired elements of the masonry dome occurred.
topic Damaged masonry
Repair system
Modern strengthening technology
url http://www.sciencedirect.com/science/article/pii/S2214509515300085
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AT leopoldkruszka applicationofselectedmoderntechnologysystemstostrengthenthedamagedmasonrydomeofhistoricalstannaschurchinwilanowpoland
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