Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Comparison Between the Mechanical Properties Obtained from Constructed Masonry Prisms and Masonry Prisms Extracted Directly from Structures
https://orcid.org/http://orcid.org/0000-0002-0909-298X
https://orcid.org/http://orcid.org/0000-0002-0385-2941
The comparison of the values of mechanical properties of stone masonry obtained through experimental tests of two types of the masonry prisms with aspect ratio 1:2 is presented. The first ones were built using materials similar to those used in the construction of a 1:8 scale model of a typical colonial temple, trying to reproduce the same stone-mortar ratio used; while the second ones were directly extracted from this model with a diamond chain saw keeping the same aspect ratio. The specimens were tested following the same test methods. According to the results, the values of the masonry density were similar in both cases, but the compressive strength of the extracted masonry prism was two times greater than the values obtained from built masonry prism. The variation of the Young´s module of the built masonry prism was between 9 to 33% of the value obtained from the extracted masonry prism.
Comparison Between the Mechanical Properties Obtained from Constructed Masonry Prisms and Masonry Prisms Extracted Directly from Structures
https://orcid.org/http://orcid.org/0000-0002-0909-298X
https://orcid.org/http://orcid.org/0000-0002-0385-2941
The comparison of the values of mechanical properties of stone masonry obtained through experimental tests of two types of the masonry prisms with aspect ratio 1:2 is presented. The first ones were built using materials similar to those used in the construction of a 1:8 scale model of a typical colonial temple, trying to reproduce the same stone-mortar ratio used; while the second ones were directly extracted from this model with a diamond chain saw keeping the same aspect ratio. The specimens were tested following the same test methods. According to the results, the values of the masonry density were similar in both cases, but the compressive strength of the extracted masonry prism was two times greater than the values obtained from built masonry prism. The variation of the Young´s module of the built masonry prism was between 9 to 33% of the value obtained from the extracted masonry prism.
Comparison Between the Mechanical Properties Obtained from Constructed Masonry Prisms and Masonry Prisms Extracted Directly from Structures
https://orcid.org/http://orcid.org/0000-0002-0909-298X
https://orcid.org/http://orcid.org/0000-0002-0385-2941
The comparison of the values of mechanical properties of stone masonry obtained through experimental tests of two types of the masonry prisms with aspect ratio 1:2 is presented. The first ones were built using materials similar to those used in the construction of a 1:8 scale model of a typical colonial temple, trying to reproduce the same stone-mortar ratio used; while the second ones were directly extracted from this model with a diamond chain saw keeping the same aspect ratio. The specimens were tested following the same test methods. According to the results, the values of the masonry density were similar in both cases, but the compressive strength of the extracted masonry prism was two times greater than the values obtained from built masonry prism. The variation of the Young´s module of the built masonry prism was between 9 to 33% of the value obtained from the extracted masonry prism.
Comparison Between the Mechanical Properties Obtained from Constructed Masonry Prisms and Masonry Prisms Extracted Directly from Structures
RILEM Bookseries
Endo, Yohei (Herausgeber:in) / Hanazato, Toshikazu (Herausgeber:in) / Chávez, Marcos M. (Autor:in) / Peña, Fernando (Autor:in)
International Conference on Structural Analysis of Historical Constructions ; 2023 ; Kyoto, Japan
Structural Analysis of Historical Constructions ; Kapitel: 58 ; 716-723
RILEM Bookseries ; 47
04.09.2023
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
| British Library Online Contents | 2014
Compressive Strength of Masonry Prisms
| British Library Conference Proceedings | 1994