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Stress state laboratory verification in masonry structures according to the flat jack method

Data publikacji: 24.02.2017

Czasopismo Techniczne, 2017, Volume 2 Year 2017 (114), s. 123 - 132

https://doi.org/10.4467/2353737XCT.17.022.6215

Autorzy

Dawid Łątka
Institute of Building Materials and Structures, Faculty of Civil Engineering, Cracow University of Technology
Wszystkie publikacje autora →

Tytuły

Stress state laboratory verification in masonry structures according to the flat jack method

Abstrakt

In the article, the value of compressive stress defined according to the jlat jack method with a theoretical value of the stress was compared. Te test was performed in a laboratory using part of the 38 cm thick masonry wall according to the procedure described in the ASTM C1196 – 14a Standard. Significant correspondence between the obtained results confirms that this diagnostic method is useful in Polish conditions as well as it allows one to estimate approximately how accurate it is.
 

Bibliografia

[1]   Binda L.,  Saisi A.,  Application  of  NDTs  to the  diagnosis  of  Historic  Structures,   7th International Symposium on Nondestructive Testing in Civil Engineering, July 2009, Nantes, France.

[2]   Matysek  P., Identy kacja wytrzymało ci na ciskanie i odkształcalno ci murów ceglanych w obiektach istniejqcych, Wydawnictwo PK, Kraków 2014.

[3]   Stawiski  B., Konstrukcje murowe. Naprawy i wzmocnienia, POLCEN,  Warszawa 2014.

[4]   ASTM C1196-14a,  Standard test method for in situ compressive stress within  solid unit masonry estimated using flatjack measurements, ASTM International, West Conshohocken, PA, 2014.

[5]   RILEM Recommendation MDT.D.4. In situ stress tests based on the flat-jack, Materials and Structures, Vol 37, 2004, p.491–496.

[6]   ASTM C1197-14a: Standard test method for in situ measurement of masonry deformability properties using the flatjack method, ASTM International, West Conshohocken, PA, 2014.

[7]   RILEM Recommendation MDT.D.5, In situ stress-strain behavior test based on the flat- jack, Materials and Structures, Vol. 37, 2004, p. 497–501.

[8]   ASTM C1531-15:  Standard test methods for in situ measurement of masonry mortar joint shear strength index, ASTM International, West C., PA, 2015.

[9]   Szwarowicz  A.,  Metoda badao wytrzymałoociowych  konstrukcji  murowych  in situ za pomocq poduszek cionieniowych, ITB quarterly 4/2002, 2002, p.93–109.

[10] Noland J.L., Atkinson R .H., Schuller  M.P., Masonry evaluation using the flatjack method, konferencja pt. Nondestructive evaluation of civil structures and materials, Colorado 1990.
 

Informacje

Informacje: Czasopismo Techniczne, 2017, Volume 2 Year 2017 (114), s. 123 - 132

Typ artykułu: Oryginalny artykuł naukowy

Tytuły:

Polski:

Stress state laboratory verification in masonry structures according to the flat jack method

Angielski:

Stress state laboratory verification in masonry structures according to the flat jack method

Autorzy

Institute of Building Materials and Structures, Faculty of Civil Engineering, Cracow University of Technology

Publikacja: 24.02.2017

Status artykułu: Otwarte __T_UNLOCK

Licencja: Żadna

Udział procentowy autorów:

Dawid Łątka (Autor) - 100%

Korekty artykułu:

-

Języki publikacji:

Angielski