Effect of cross section aspect ratio and bearing surfaces treatment on the compressive strength of solid fired clay brick specimens

被引:5
作者
Cabane, Albert [1 ]
Pela, Luca [1 ]
Roca, Pere [1 ]
机构
[1] Univ Politecn Catalunya UPC BarcelonaTech, Dept Civil & Environm Engn, Jordi Girona 1-3, Barcelona 08034, Spain
关键词
Solid fired clay bricks; Masonry; Compressive strength; Handmade bricks; Bearing surface; Loading surface; Capping; Grinding; PTFE; Superficial treatment; Confinement; CONCRETE; MASONRY;
D O I
10.1016/j.conbuildmat.2023.131397
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study addresses the evaluation of the confinement effect in the experimental determination of compressive strength in solid fired clay units. The experimental campaign has focused on two different types of solid fired clay bricks, namely mechanically extruded and handmade, with a total amount of 458 specimens. The research considers different standard specimens, such as whole or half brick, and 100 x 100 x 40 mm3 specimen, and nonstandard 40 x 40 x 40 mm3 specimen, subjected to different standard bearing surface treatments, i.e. grinding, capping with cement mortar or gypsum plaster, placing with birch plywood or fibreboard. Additionally, two novel bearing surface treatments are proposed, i.e. covering with gypsum powder, and placing two oiled PTFE leaves. The experimental campaign has focused on four main aspects. First, the evaluation of the compressive strength value in specimens with hardening response. Second, the influence of the cross section's aspect ratio, defined as the ratio between the specimen's length and width. Third, the influence of the bearing surface treatment on the determination of the compressive strength. Fourth, the evaluation of the standard compressive strength through the comparison amongst reference standards. The results highlight and quantify the different factors that influence the confinement, while detecting differences depending on the manufacturing process of the unit. In addition, the results reveal the use of oiled PTFE leaves as a promising and fast possibility of low boundary friction to obtain the strength regardless of the specimen shape.
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页数:18
相关论文
共 92 条
[1]  
American Society for Testing and Materials (ASTM), 2022, C140C140M22B ASTM, DOI [10.1520/C0140-13, DOI 10.1520/C0140-13]
[2]  
American Society for Testing and Materials (ASTM), 2014, C1231C1231M14 ASTM, DOI [10.1520/C1231_C1231M-14, DOI 10.1520/C1231_C1231M-14]
[3]  
American Society for Testing and Materials (ASTM), 2016, C155216 ASTM, DOI [10.1520/C1552-16, DOI 10.1520/C1552-16]
[4]  
[Anonymous], 1970, 2 INT BRICK BLOCK MA
[5]  
[Anonymous], 2018, STANDARD TEST METHOD, DOI [10.1520/C0039_C0039M-21, DOI 10.1520/C0039_C0039M-21]
[6]  
[Anonymous], 2022, Testing Hardened Concrete-Part 3: Compressive Strength of Test Specimens
[7]  
[Anonymous], 2000, 234 ACICOMMITTEE
[8]  
[Anonymous], 2021, ASTM C67/C67M-21, DOI [10.1520/C0067_C0067M-21, DOI 10.1520/C0067_C0067M-21]
[9]  
ASTM, 2011, C192C617 ASTM INT, DOI [10.1520/C0617-10, DOI 10.1520/C0617-10]
[10]   Towards a simple compressive strength test for earth bricks? [J].
Aubert, J. E. ;
Maillard, P. ;
Morel, J. C. ;
Al Rafii, M. .
MATERIALS AND STRUCTURES, 2016, 49 (05) :1641-1654