Mechanical properties and durability of biobased fabric-reinforced lime composites intended for strengthening historical masonry structures

被引:4
作者
Mahpour, Ali Rakhsh [1 ]
Ardanuy, Monica [2 ,3 ]
Ventura, Heura [2 ,3 ]
Rosell, Joan Ramon [1 ]
Claramunt, Josep [4 ]
机构
[1] Univ Politecn Cataluna, Dept Architectural Technol, Doctor Maranon,44-50, Barcelona 08028, Spain
[2] Univ Politecn Cataluna, Dept Mat Sci & Engn, Colom 1, Terrassa 08222, Spain
[3] Univ Politecn Cataluna, Inst Text Res & Ind Cooperat Terrassa, Colom 15, Terrassa 08222, Spain
[4] Univ Politecn Cataluna, Dept Agrifood Engn & Biotechnol, Esteve Terradas,8, Castelldefels 08860, Spain
关键词
Lime composites; Textile -reinforced composites; Tensile properties; Flexural properties; Durability; Wet -dry cycling; CEMENTITIOUS MATERIALS; MORTAR COMPOSITES; REWETTING CYCLES; FIBER; HORNIFICATION; PERFORMANCE; BEHAVIOR; TENSILE; SYSTEMS; MATRIX;
D O I
10.1016/j.conbuildmat.2024.134916
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of lime -based composites reinforced with fabrics made of natural fibers, is a promising solution for the strengthening of historical masonry structures owing to its moderate mechanical strength, similar color and chemical compatibility, avoiding damage on the historical structure and contributing to crack -width control. In this study, a new lime -based composite reinforced with flax nonwoven fabrics is mechanically characterized to study its reinforcement potential in terms of strength, and stress distribution. To this end, laminate plates with lime/metakaolin matrix and four to six layers of fabric reinforcement were produced and totally carbonated in a CO2 chamber. Both the mechanical (flexural and tensile) and durability (against wet -dry cycles) properties of the composite were subsequently assessed. Furthermore, Digital Image Correlation (DIC) was carried out on tensile testing to study the stress distribution. The 6 -layer composites displayed the best performance (with flexural and tensile strengths of approximately 5.3 MPa and 2.5 MPa, respectively), followed by the 5 -layer and the 4 -layer composites. The DIC analysis revealed a higher stress distribution in the 6 -layer composites, with an increased number of cracks, although having a lower severity. As for durability, a decrease of 30-45% is observed in flexural strength, and of 6-18% in tensile strength, depending on the number of reinforcing layers. SEM analysis refers to fiber/matrix debonding as the cause of this decrease. No damage has been observed on the fiber surface, which retains its reinforcing capacity. All of the composites displayed strain -hardening behavior in both the unaged and aged conditions. Study outcomes are intended to serve as the basis for the creation of a future, compatible, reliable, and sustainable system given its potential application in the historical restoration of masonry structures.
引用
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页数:13
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