TY - GEN
T1 - Innovative strengthening solution based on Textile Reinforced Mortar for stone masonry arches
AU - Garmendia, Leire
AU - San-José, José Tomás
AU - García, David
AU - Larrinaga, Pello
AU - Díez, Jesús
PY - 2010
Y1 - 2010
N2 - This paper aims to present the design, strengthening and testing of full scale masonry walls and arches. The preservation of our cultural heritage is a really important topic. Majority of masonry structures are deteriorated because of ageing effects, load increments, movements at their foundations, etc. Because of this, retrofitting is needed. In order to afford this problem, a compatible and minimally invasive strengthening technique based on Textile Reinforced Mortar (TRM) is developed. The experimental campaign consists of the characterisation of the constitutive materials of the stone structures and the strengthening textile and mortar (TRM has been characterised by pure tensile tests). Furthermore, the influence of the different arrangements of the masonry and mortar type has been analysed by testing 24 masonry prisms. Finally, 12 full-scale stone arches have been erected, strengthened and tested. The purpose is to compare the mechanical behaviour up to failure of both unstrengthened and strengthened structures. During the tests the effectiveness of the technique has been proved being the ultimate load up to 21 times higher.
AB - This paper aims to present the design, strengthening and testing of full scale masonry walls and arches. The preservation of our cultural heritage is a really important topic. Majority of masonry structures are deteriorated because of ageing effects, load increments, movements at their foundations, etc. Because of this, retrofitting is needed. In order to afford this problem, a compatible and minimally invasive strengthening technique based on Textile Reinforced Mortar (TRM) is developed. The experimental campaign consists of the characterisation of the constitutive materials of the stone structures and the strengthening textile and mortar (TRM has been characterised by pure tensile tests). Furthermore, the influence of the different arrangements of the masonry and mortar type has been analysed by testing 24 masonry prisms. Finally, 12 full-scale stone arches have been erected, strengthened and tested. The purpose is to compare the mechanical behaviour up to failure of both unstrengthened and strengthened structures. During the tests the effectiveness of the technique has been proved being the ultimate load up to 21 times higher.
KW - Arch
KW - Masonry
KW - Stone
KW - Strengthening
KW - Test
KW - Textile
KW - TRC
KW - TRM
UR - http://www.scopus.com/inward/record.url?scp=78650876332&partnerID=8YFLogxK
U2 - 10.4028/www.scientific.net/AMR.133-134.849
DO - 10.4028/www.scientific.net/AMR.133-134.849
M3 - Conference contribution
AN - SCOPUS:78650876332
SN - 9780878492398
T3 - Advanced Materials Research
SP - 849
EP - 854
BT - Structural Analysis of Historic Constructions
T2 - 7th International Conference on Structural Analysis of Historic Constructions, SAHC
Y2 - 6 October 2010 through 8 October 2010
ER -