Comparison between experimental methods for evaluating the compressive strength of existing masonry buildings

被引:31
|
作者
Sassoni, Enrico [1 ,3 ]
Mazzotti, Claudio [2 ,3 ]
Pagliai, Giulia [2 ]
机构
[1] Univ Bologna, Dept Civil Chem Environm & Mat Engn, I-40131 Bologna, Italy
[2] Univ Bologna, Dept Civil Chem Environm & Mat Engn, I-40136 Bologna, Italy
[3] Univ Bologna, Ctr Interdipartimentale Ric Ind CIRI Edilizia & C, I-40131 Bologna, Italy
关键词
Masonry cores; Seismic vulnerability; Cultural heritage; Compressive strength; Moderately destructive tests; Brick anisotropy; Mortar characterization; Double punch test; Mercury intrusion porosimetry; Digital image correlation; HISTORIC MASONRIES; CORES;
D O I
10.1016/j.conbuildmat.2014.06.070
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the suitability of determining masonry compressive strength by using the following two moderately destructive techniques was evaluated: (i) testing bricks and mortar, separately, and then using formulas available in literature for calculating masonry compressive strength; (ii) testing cylindrical cores, completed with cement mortar castings above and beneath the core, according to a procedure recently proposed by the authors. Two sets of masonry specimens were purposely constructed in laboratory conditions, using bricks and mortar with different mechanical characteristics. From the results of the study, an evaluation of the reliability of the two testing techniques was possible. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:206 / 219
页数:14
相关论文
共 50 条
  • [31] Comparison between seismic vulnerability models and experimental dynamic properties of existing buildings in France
    Michel, C.
    Gueguen, P.
    Lestuzzi, P.
    Bard, P. -Y.
    BULLETIN OF EARTHQUAKE ENGINEERING, 2010, 8 (06) : 1295 - 1307
  • [32] Non-destructive determination of the compressive strength in existing masonry made of vertically perforated bricks
    Koepf, Andreas
    Schranz, Christian
    Pech, Anton
    MAUERWERK, 2020, 24 (01) : 17 - 25
  • [33] Issues concerning the assessment of concrete compressive strength in existing buildings: Application to a case study
    Cristofaro, Maria T.
    Nudo, Raffaele
    Tanganelli, Marco
    D'Ambrisi, Angelo
    De Stefano, Mario
    Pucinotti, Raffaele
    STRUCTURAL CONCRETE, 2018, 19 (03) : 795 - 805
  • [34] Experimental study on standard specimen for measuring compressive strength of earth block masonry
    Lan G.
    Wang Y.
    Jiang Z.
    Wang T.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2020, 51 (01): : 204 - 212
  • [35] Comparison of compressive strength of concrete block masonry prisms and solid concrete prisms
    Rizaee, S.
    Hagel, M. D.
    Kaheh, P.
    Shrive, N.
    BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, 2016, : 1839 - 1846
  • [36] EXPERIMENTAL CHECK OF EXISTING METHODS OF FRACTURE STRENGTH ANALYSIS
    RIVKIN, EY
    ZVEZDIN, YI
    VASILCHENKO, GV
    MATERIALS SCIENCE, 1994, 30 (03) : 357 - 367
  • [37] Compressive strength in Compressed Earth Blocks. Comparison between different test methods
    Cabrera, Santiago
    Gonzalez, Ariel
    Rotondaro, Rodolfo
    INFORMES DE LA CONSTRUCCION, 2020, 72 (560) : 1 - 12
  • [38] Destructive and minor destructive tests on masonry buildings: Experimental results and comparison between shear failure criteria
    Ferretti, Francesca
    Ferracuti, Barbara
    Mazzotti, Claudio
    Savoia, Marco
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 199 : 12 - 29
  • [39] Comparison of methods for evaluating bond strength between concrete substrate and repair materials
    Momayez, A
    Ehsani, MR
    Ramezanianpour, AA
    Rajaie, H
    CEMENT AND CONCRETE RESEARCH, 2005, 35 (04) : 748 - 757
  • [40] COMPARISON OF METHODS FOR EVALUATING STALK STRENGTH OF SORGHUM
    SCHERTZ, KF
    ALTAYAR, FA
    ROSENOW, DT
    CROP SCIENCE, 1978, 18 (03) : 453 - 456