Evaluation of the crack bridging ability of waterproofing membranes using indirect tensile test and digital image correlation

被引:4
作者
dos Santos, Julie Anne B. [1 ]
Monte, Renata [1 ]
机构
[1] Univ Sao Paulo, Dept Civil Construct Engn, Polytech Sch, Ave Prof Almeida Prado,Travessa 2,83, BR-05508070 Sao Paulo, Brazil
关键词
Waterproofing membranes; Crack bridging ability; Digital image correlation; ORGANIC COATINGS; CONCRETE; THICKNESS; BEHAVIOR; FRACTURE;
D O I
10.1016/j.jobe.2021.103667
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Adhered waterproofing membranes are often subject to cracks that emerge from the substrate, which can result in loss of watertightness. A test that simulates this situation allows evaluating the maximum crack opening and consequent performance of waterproofing systems. The ability of the material to bridge cracks and maintain the watertightness performance is known as crack bridging ability (CBA). This study aimed to evaluate an indirect tensile test to study the CBA of waterproofing materials adhered to a concrete substrate. Three waterproofing materials with different mechanical characteristics were tested: acrylic membrane, modified-bitumen sheet, and cementitious membrane. Pull-off tests were also performed before and after the crack ability tests. Digital Image Correlation (DIC) analysis were used to measure the deformation on the membrane surface during the tests and precisely detect the crack transfer from the substrate. The results demonstrate that materials with greater elongation at ruptures, such as the modifiedbitumen sheet and acrylic membrane, are more resistant to crack opening. Fragile materials, as the cement-based membranes, even if polymers are added, may crack and lose their watertightness when subjected to tensile stresses. Relationships between CBA and the adhesion strength were noticed. The modified-bitumen sheet, with lower adhesion, resists greater crack openings. The indirect tensile test used to assess the CBA allows determining the waterproof materials performance, especially with the use of the DIC technique that enables quantitative measurements.
引用
收藏
页数:18
相关论文
共 31 条
[1]  
American Society for Testing and Materials, 2016, D6164 ASTM, DOI [10.1520/D6164, DOI 10.1520/D6164]
[2]  
American Society for Testing and Materials, 2019, D7234 ASTM
[3]  
American Society for Testing and Materials, 2018, D5147 ASTM, DOI [10.1520/D5147, DOI 10.1520/D5147]
[4]  
[Anonymous], 2016, [No title captured]
[5]  
ASTM (American Society for Testing and Materials), 2015, STANDARD TEST METHOD, DOI [10.1520/F2439-06R11.certification, DOI 10.1520/F2439-06R11.CERTIFICATION]
[6]  
Bigger R., 2018, A Good Practices Guide for Digital Image Correlation, DOI [10.32720/idics/gpg.ed1, DOI 10.32720/IDICS/GPG.ED1]
[7]   THE WEDGE SPLITTING TEST, A NEW METHOD OF PERFORMING STABLE FRACTURE-MECHANICS TESTS [J].
BRUHWILER, E ;
WITTMANN, FH .
ENGINEERING FRACTURE MECHANICS, 1990, 35 (1-3) :117-125
[8]  
Callister W.D., 2001, FUNDAMENTALS MAT SCI, V5th, DOI [10.1007/978-981-10-2529-7_2, DOI 10.1007/978-981-10-2529-7_2]
[9]   Digital image correlation (DIC) for measurement of strains and displacements in coarse, low volume-fraction FRP composites used in civil infrastructure [J].
Castillo, Enrique del Rey ;
Allen, Tom ;
Henry, Richard ;
Griffith, Michael ;
Ingham, Jason .
COMPOSITE STRUCTURES, 2019, 212 :43-57
[10]   APPLICATIONS OF DIGITAL-IMAGE-CORRELATION TECHNIQUES TO EXPERIMENTAL MECHANICS [J].
CHU, TC ;
RANSON, WF ;
SUTTON, MA ;
PETERS, WH .
EXPERIMENTAL MECHANICS, 1985, 25 (03) :232-244