Degradation Mechanisms of Mortar and Plaster Layers

被引:1
|
作者
Drdacky, Milos [1 ]
Sevcik, Radek [2 ]
Frankeova, Dita [2 ]
Koudelkova, Veronika [2 ]
Buzek, Jaroslav [1 ]
Eisler, Marek [1 ]
Valach, Jaroslav [1 ]
机构
[1] Czech Acad Sci, Inst Theoret & Appl Mech, Dept Heritage Sci, Prague 19000, Czech Republic
[2] Czech Acad Sci, Inst Theoret & Appl Mech, Dept Mat Res, Prague 19000, Czech Republic
关键词
plaster buckling; mortar disintegration; salt crystallization effects; NDT topography; IEC salt analysis; failure analysis; MONITORING DETACHING MURALS; MUSTAIR SWITZERLAND; SALT DAMAGE; THERMOGRAPHY; CONVENT;
D O I
10.3390/ma17143419
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
This article presents a case of complex investigation of defects of lime mortar and plaster that have been developing over a period of 48 years in a house in Prague and are strongly influenced by thermal and salt crystallization cycles. The aim of this research was to describe the degradation phenomena of mortars and plasters observed on a narrowly limited part of the building, combining structural elements of different types and ages and to explain the mechanisms of their formation and development. The geometric characteristics of the defects were determined by non-destructive methods, especially optical interference moir & eacute;, laser profilometry, photogrammetry, and infrared thermography. Material data were determined on samples by electron microscopy, ion exchange chromatography, and direct moisture content measurements. The results supported the hypothesis of the increase in the deformation of large buckles of detached plasters by the mechanism of buckling caused by loading of the edges with compression generated by volume changes. Direct loading of the boundary surfaces causes the formation of bulges in the confined areas. This study shows the importance of failure analysis of real structures to gain knowledge about the behavior of structures and materials under long-term service conditions.
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页数:16
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