ArticlePDF Available

Durability of Paint and Varnish Coatings Depending on the Quality of their Appearance

Authors:
  • Penza State University of Architecture and Construction

Abstract and Figures

The aim of the work is to study the regularities of the influence of the quality of the appearance of coatings on their durability during the operation. Object of research - paint and varnish coatings of building products and construction. Information on the effect on the longevity of coatings of the quality of their appearance is given. It is shown, that coatings with a high roughness index are characterized by low durability during exploitation. Are revealed the influence of the rheological properties of the paint, the porosity of the substrate on the surface roughness of the coatings. Determined, that regardless of the type of paint composition, the strength and relative deformations are reduced, the plastic deformation is increased and the elastic deformation are reduced with increasing roughness of surfaces. A mathematical model is obtained of the dependence of the tensile strength on the roughness of the surface of the films. It is established, that during the moistening of the coatings in the first stage (up to 30 days), the roughness of the surface is reduced, i.e., the surface micro relief is levelled due to the plasticizing effect of moisture (swelling of the coatings). In the future, due to the destructive effect of moisture, the surface roughness increases, caused by the appearance of micro cracks, rashes, and bubbles. It is established, that in the process of cyclic freezing-thawing the cracks appear locally and are formed near defects on the surface of the coating. The researches allow to develop recommendations for increasing the resistance of coatings and to select the optimum rheological properties of paints depending on the porosity of the substrate.
Content may be subject to copyright.
IOP Conference Series: Materials Science and Engineering
PAPER • OPEN ACCESS
Durability of Paint and Varnish Coatings Depending on the Quality of
their Appearance
To cite this article: Valentina Loganina 2019 IOP Conf. Ser.: Mater. Sci. Eng. 471 022044
View the article online for updates and enhancements.
This content was downloaded from IP address 191.101.83.181 on 23/02/2019 at 17:15
Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution
of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.
Published under licence by IOP Publishing Ltd
WMCAUS 2018
IOP Conf. Series: Materials Science and Engineering 471 (2019) 022044 IOP Publishing
doi:10.1088/1757-899X/471/2/022044
1
Durability of Paint and Varnish Coatings Depending on the
Quality of their Appearance
Valentina Loganina 1
1 Penza State University of Architecture and Construction, Russia
loganin@mail.ru
Abstract. The aim of the work is to study the regularities of the influence of the quality of the
appearance of coatings on their durability during the operation. Object of research - paint and
varnish coatings of building products and construction. Information on the effect on the
longevity of coatings of the quality of their appearance is given. It is shown, that coatings with
a high roughness index are characterized by low durability during exploitation. Are revealed
the influence of the rheological properties of the paint, the porosity of the substrate on the
surface roughness of the coatings. Determined, that regardless of the type of paint composition,
the strength and relative deformations are reduced, the plastic deformation is increased and the
elastic deformation are reduced with increasing roughness of surfaces. A mathematical model
is obtained of the dependence of the tensile strength on the roughness of the surface of the
films. It is established, that during the moistening of the coatings in the first stage (up to 30
days), the roughness of the surface is reduced, i.e., the surface micro relief is levelled due to the
plasticizing effect of moisture (swelling of the coatings). In the future, due to the destructive
effect of moisture, the surface roughness increases, caused by the appearance of micro cracks,
rashes, and bubbles. It is established, that in the process of cyclic freezing-thawing the cracks
appear locally and are formed near defects on the surface of the coating. The researches allow
to develop recommendations for increasing the resistance of coatings and to select the optimum
rheological properties of paints depending on the porosity of the substrate.
1. Introduction
Building and conservation the working condition of buildings and structures require a large number of
paint and varnish compositions. Increasing competition in the market of finishing materials, increasing
demands of consumers require from manufacturers to obtain high-quality painted surfaces. However,
the practice of finishing works shows, that often the quality of the finish is bad. It leads to premature
unscheduled repairs and additional costs [1]. In accordance with the statistical theory of the strength of
solids, the probability of destruction of coatings is determined by the presence and concentration of
defects, including on the surface of the coatings. Consequently, the quality of the appearance of
coatings determines their stress state and resistance in the process of exploitation [2,3,4]. In [5] were
established regularities of the formation of the quality of the appearance of coatings on a metallic
substrate from the rheological properties of the paint, paint's ability to flow on surface of substrate. It
is noted in [6], that the destruction of coatings on a metal substrate begins around different defects.
Coatings on a porous cement substrate have their own peculiarities [7]. The porous structure of the
cement substrate effects on the formation of the quality of the appearance of the coatings. They are
characterized by a lower quality of appearance. This, of course, has an effect on the resistance of
coatings during operation. Meanwhile, an analysis of scientific and technical literature shows, that the
durability of coatings on a cement substrate has not been studied sufficiently
WMCAUS 2018
IOP Conf. Series: Materials Science and Engineering 471 (2019) 022044 IOP Publishing
doi:10.1088/1757-899X/471/2/022044
2
2. Materials and methods of research
In the study used the following paint: alkyd enamel PF-115 grade, oil paint brands MA-15,
polystyrene paint brands PS-160, acrylate paint Universal.
The surface quality of the paintwork was evaluated a roughness, which is determined by
profilograph TR- 100.
Assessment deformation of coating was carried out with the help of a tensile machine IR 5057-50
with the samples after 28 days of curing. The method is based on the sample stretching until it ruptures
(deformation speed of 1mm/min). The 1x1x5 cm samples were fixed in the clips of the tensile
machine so, that their longitudinal axis was in the direction of stretching, and the force was applied
equally all over the sample section. The tests were carried out at the temperature of 20° C and relative
air humidity of 60%. The ultimate tensile strength estimation was carried out for four samples [8,9].
The ultimate tensile strength Rkog for each sample was calculated by formula:
Oi
Pi
S
F
R=
kog
(1)
, where FPI - the stretching loading at the time of a rupture, N;
SOi- the initial cross-sectional area of a sample, mm2.
The modulus of elasticity was calculated according to the chart "tension-deformation".
The modulus of elasticity for each sample (Eupr) in MPa was calculated by formula:
100
=
i
kogi
upr
R
Е
ε
(2)
where
kogi
R
the ultimate tensile strength at the time of the tangent separation from the chart
"tension-deformation", MPa;
i
ε
– relative lengthening at the time of rupture, %.
3. Results of researches
The presence of defects on the surface of the coatings will undoubtedly affect the physico-mechanical
properties of paint coatings. It is revealed, that coatings have the elastoplastic character of the
destruction (Tables 1, 2).
Table 1. Deformations of films based on polystyrene paint PS-160 depending on surface roughness
Coating
surface
roughness,
Ra, μm
Strength at
Stretching,
RP kgf / cm2
Relative
deformation
,%
Elastic
deformation
el
ε
,%
Plastic
deformation
%
Share of
Elastic
component
Deformation
el
ε
Share of
plastic
component
Deformation
pl
ε
0.74
69.4
3.1
2.9
0.2
0.935
0.065
0.77
62.8
1.86
1.63
0.23
0.876
0.124
0.8
56.5
1.8
1.5
0.3
0.833
0.167
0.86
50.5
1.75
1.44
0.31
0.82
0.18
1.2
47.2
1.4
1.1
0.3
0.7857
0.2143
WMCAUS 2018
IOP Conf. Series: Materials Science and Engineering 471 (2019) 022044 IOP Publishing
doi:10.1088/1757-899X/471/2/022044
3
Table 2. Deformations of films based on paint PF-115 depending on surface roughness
Coating
surface
roughness,
Ra, μm
Strength
at
Stretching,
p
R
,kgf/cm2
Relative
deformation
,%
Elastic
deformation
el
ε
,%
Plastic
deformation
pl
ε
,%
Share of
elastic
component
Deformation
el
ε
Share of
plastic
component
Deformation
pl
ε
1.2
57.7
44.3
21.3
23
0.481
0.519
1.37
56.1
38
13.9
24.1
0.367
0.633
1.45
54.3
28
9
19
0.321
0.679
1.54
45.9
24
7
17
0.292
0.708
1.74
44.1
23
6.44
16.56
0.281
0.719
Regardless of the type of paint, the strength and relative deformations are reduced, the plastic
deformation is increased and the elastic deformations are reduced with increasing roughness of surface
(Fig. 1, 2). Thus, when the surface of coatings roughness based on paint PS-160 is Ra = 0.74 μm, the
tensile strength RP is 69.4 kgf / cm2, the relative strain rel
ε
= 3.1%, and with a roughness Ra = 0.86 μm
- RP =50.5 kgf/cm2 and 1.75% respectively. At a roughness of the film based on the paint PF-115 Ra =
0.74 μm, the tensile strength RP is 57.7 kgf / cm2, the relative strain rel
ε
= 44.3%, at a roughness Ra =
1.74 μm - RP =44.1 kgf / cm2 and 23% respectively.
Figure 1. Dependence of the tensile strength (1) and the relative elongation (2) on the roughness of the
film surface on the basis of paint PS-160
WMCAUS 2018
IOP Conf. Series: Materials Science and Engineering 471 (2019) 022044 IOP Publishing
doi:10.1088/1757-899X/471/2/022044
4
Figure 2. Dependence of the tensile strength (1) and the relative elongation (2) on the roughness of the
film surface on the basis of paint PF-115
The dependence of the tensile strength on the roughness of the surface of the films can be
approximated by an expression of the form:
a
Rb
peaR
=
(3)
where:
Ra - is the surface roughness, μm;
b - is a coefficient that takes into account the degree of reduction in strength from roughness, μm-1;
A - coefficient, characterizes the value of tensile strength, at Ra = 0 (ideal model).
The quality of the coatings is determined by the rheological properties of the paint, the porosity of
the substrate. The presence of inclusions, shagreen, streaks, waviness on the surface of coatings
determines their stress state and endurance during operation. In Fig. 3-4 shows the results of
measuring the surface roughness of coatings during the moistening process. It is established, that
irrespective from the rheological properties of the paints and the porosity of the substrates during the
moistening of the coatings in the first stage (up to 30 days), the roughness of the surface is reduced, ie,
the surface micro relief is levelled due to the plasticizing effect of moisture (swelling of the coatings).
In the future, due to the destructive effect of moisture, the surface roughness increases, caused by the
appearance of micro cracks, rashes, and bubbles.
A more stressed state of the coating in places of greater roughness contribute to destroy the coating
in these places during operation. It is established, that in the process of cyclic freezing-thawing the
cracks appear locally and are formed near defects on the surface of the coating. In particular, on a
coatings based on paint MA-15 with a roughness Ra = 0.23 μm appeared racks after 5 freeze-thaw
cycles, and on a coating with a roughness Ra = 0.14 μm - after 15 cycles tests.
Similar regularities are also characteristic for other coatings. The obtained data correlate well with
other indices of the protective and decorative properties of the coating (colour change, gloss variation,
chalking, mud retention, bronzing).
WMCAUS 2018
IOP Conf. Series: Materials Science and Engineering 471 (2019) 022044 IOP Publishing
doi:10.1088/1757-899X/471/2/022044
5
Figure 3. Change of the roughness of coatings in the process of moistening:
a. based on paint PF-115 (a method of applying- brush, porosity 24%): 1 viscosity is 0.001.103.s;
2 - viscosity is 0.00065.103.s; 3- viscosity is 0.00026.103 Pа.s.
b. based on dispersion paint (a method of applying- brush, on the surface of the putty): 1 viscosity is
0,0347.103 .s; 2 - viscosity is 0,02317.103 .s; 3- viscosity is 0,013.103 .s.
Figure 4. Change of the roughness of coatings in the process of moistening:
a) - based on paint MA-15 (airless method, porosity 24%): 1-viscosity is
1
η
=0.0026*103 Pas;
2 - viscosity is
2
η
=0.0020*103 Pas; 3 - viscosity is
3
η
=0.0014*103 Pas
b) - based on paint PF-115 (method pouring): 1 viscosity is 0.001.103.s, porosity 24%;
2 - viscosity i 0.001.103 .s , porosity 28%; 3 - viscosity is 0.001.103.s, porosity 32%;
4 - viscosity is 0.001.103 .s, on the surface of the putty.
4.Conclusions
The elastoplastic character of the destruction for the coatings studied are revealed. The models of the
strength of coatings depending on the roughness of surface are given. It is established, that irrespective
WMCAUS 2018
IOP Conf. Series: Materials Science and Engineering 471 (2019) 022044 IOP Publishing
doi:10.1088/1757-899X/471/2/022044
6
of the rheological properties of paint and the porosity of the substrates during the moistening of the
coatings in the first stage the roughness of the surface is reduced, the surface micro relief is leveled
due to the plasticizing effect of moisture (swelling of the coatings). In the future, due to the destructive
effect of moisture, the surface roughness increases. A more stressed state of the coating in places of
greater roughness contribute to destroy the coating in these places during exploitation. It is established,
that in the process of cyclic freezing-thawing the cracks appear locally and are formed near defects on
the surface of the coating.
The obtained data correlate well with other indices of the protective and decorative properties of
the coating (colour change, gloss variation, chalking, mud retention, bronzing).
The researches allow to develop recommendations for increasing the resistance of coatings and to
select the optimum rheological properties of paints depending on the porosity of the substrate
References
[1] V.I. Loganina “Economic Estimation of Quality Process of Coloring Building Products and
Designs”. Contemporary Engineering Sciences, vol. 8, no. 2, 71-75, 2015.
[2] G.M.Bartenev, Yu.S.Zuev, Strength and destruction of highly elastic materials, Moscow:
Chemistry, 387 p.,1964
[3] P. S.Song , “Assessment of statistical variations in impact resistance of high-strength concrete
and high-strength steel fiberreinforced concrete” Cement and Concrete Research”. vol. 35,
Issue 2, pp. 393399,2005
[4] A.Fiore , “On the dispersion of data collected by in situ diagnostic of the existing concrete”
Construction and Building Materials. vol. 47, pp. 208217,2013
[5] A.T.Sanzharovsky, “Physical and mechanical properties of polymer and paint coatings”.
Moscow: Chemistry, 183 p.,1978
[6] V.I.Loganina, “Maintenance of Quality of Paint and Varnish Coverings of Building Products
and Designs”, Contemporary Engineering Sciences, vol. 7, no. 36, pp.943-194, 2014
[7] V.I.Loganina , L.V.Makarova, R.V. Tarasov, “Method of assessment quality protective and
decorative coating concrete cement”, Case Studies in Construction Materials, 4, pp. 81-84 ,
2016
[8] G.M.Bartenev, “ Strength and mechanism of polymer destruction”, Moscow: Chemistry,
289p.,1984
[9] G.M.Bartenev , Yu.S Zuev, “Strength and destruction of highly elastic materials”, Moscow :
Chemistry, 387 p.,1964
... Most tools used to clean the surface of a car's paintwork of metal inclusions contain sulfur compounds that, when interacting with contamination, are destroyed by the release of hydrogen sulfide [11][12][13]. Hydrogen sulfide is a toxic gaseous compound with an unpleasant, pungent odor that irritates the mucous membrane of the respiratory tract [14][15][16][17][18]. ...
... Coatings 2022,12, 807 ...
Article
Full-text available
In this article, we presents the synthesis and research of a tool for removing metal inclusions from the surface of car paint coatings. The optimal composition of the product was determined, which includes sodium laureth sulfate, citric acid, sulfosalicylic acid, hydrogen peroxide and water. As a result of the conducted studies, a connection was established between the composition and the physicochemical, surface-active properties of the developed agent. Approbation of this tool was carried out, which confirmed its effectiveness and showed that within 30–45 s after applying the developed tool, not only are metal inclusions on the surface of car paint coating removed but also mineral contaminants in the form of sand, earth, clay and other particles. The aim of the work was to develop and optimize a method for obtaining a low-toxicity, highly effective agent for removing metal inclusions from the surface of car paint coatings and to investigate its effectiveness, as well as its physicochemical, optical and surface-active properties.
... The problem of reliability and durability of protective and decorative coatings of the exterior walls of buildings is one of the urgent scientific and technical problems in the field of materials science [4,5]. It is known that the durability of coatings depends on the type of binder, the technology of applying the paint composition, operating conditions, etc. [6][7][8]. ...
Article
Full-text available
Information on the kinetics of aging of coatings is presented.The process of moistening was considered as one of the particular cases of aging. During incubation period there is a slight increase, and possibly a decrease in defectiveness. The duration of the incubation period is 0.2 -0.5 of the entire durability.The active stage of damage accumulation begins after the incubation period. In the active stage of accumulation of damages, significant changes occur in the structure and properties of the coating (change in color, shine , cracking, etc.).Determined that the beginning of the active stage of accumulation of lesions coincides in time with the first significant changes in the surface area of the coating. It was found that there is a correlation between the experimental data on the kinetics of damage accumulation, the degree of chalking, and surface area. It lies in the fact that the active stage of damage accumulation coincides with the beginning of chalking of coatings. An analytical dependence is proposed that makes it possible to estimate the area of the defective surface of the coating during aging. The dependence of the level of damage accumulation on the duration of tests can be described by a logistic curve (or Pearl curve)
Article
Full-text available
The technique of assessing the quality of the painted surface of cement concrete. The technique is based on acceptance sampling quality and is to determine the average and standard deviation (SD) of quantitative assessments of various quality parameters and calculating the real defect level (percentage of defective surface of the total area) for each indicator. The formulas for calculating the defect level. The critical fraction nonconforming surface area coverage for individual properties.
Article
The information about the financial losses associated with poor quality products, depending on the state of the production process.
Article
Details on the use of statistical methods of quality control to the analysis of the process of obtaining coatings with desired properties are listed in this article.
Article
The compressive strength of in-place concrete is a crucial mechanical parameter which influences the performance level and the safety assessment of existing RC structures both under seismic loads and under dead loads. Italian NTC and Eurocode 8 and have established that the fundamental basis of the safety assessment is the “Knowledge Level (KL)”, which shall be defined according to the procedures adopted for in situ inspection and materials testing (destructive and non-destructive). Within this framework – in the case of RC constructions – a major requirement is the explicit identification of the reference values for the strength of in situ concrete. The afore mentioned building codes, however, do not include any consideration about the uncertainty level affecting the results of in situ tests, which can indeed invalidate the reliability of the mechanical parameters. This problem is instead well addressed by FEMA 356 [3], which prescribes a limit value (14%) to the statistical dispersion of the measures performed on a set of concrete specimens. In this paper, after presenting and discussing a procedure applied for processing experimental data provided by in situ tests in a number of real case studies (school buildings in the Province of Foggia, Italy), the attention will be focused on the problem of the data scattering in the case of in situ concrete strength. It is shown that the variance is a crucial parameter, which should always be considered when performing the safety assessment, even if FEMA requirements, in this respect, are too much restrictive.
Article
The book deals with the problem of the strength of elastic materials. The concept of the strength, service life, and mechanism of the failure of solids and polymers is outlined and problems of the strength of highly elastic materials, the effect of deformation conditions, composition, and structure of rubber on its strength and service life are discussed. The last five chapters deal with problems of rubber cracking and service life under the effect of chemical agents. (Author)
Article
The impact resistance variations of high-strength steel fiber-reinforced concrete (HSFRC), versus those of high-strength concrete (HSC), commanded this research. The impact resistance of the high-strength steel fiber-reinforced concrete improved satisfactorily over that of the high-strength concrete; the failure strength improved most, followed by first-crack strength and percentage increase in the number of post-first-crack blows. The two concretes resembled each other on the coefficient of variation values, respectively, on the two strengths, whereas the high-strength concrete was much higher in the value on the percentage increase. The Kolmogorov–Smirnov test indicates that the high-strength concrete was approximately normally distributed in first-crack and failure strengths, high-strength steel fiber-reinforced concrete was poorly normally distributed in the two strengths, and both concretes were hardly normally distributed in the percentage increase. Finally, for both concretes, failure strength regression models were developed, and then, the accompanying 95% prediction intervals for the strength were established.
Strength and mechanism of polymer destruction
  • G M Bartenev
G.M.Bartenev, " Strength and mechanism of polymer destruction", Moscow: Chemistry, 289p.,1984
Physical and mechanical properties of polymer and paint coatings
  • A T Sanzharovsky
A.T.Sanzharovsky, "Physical and mechanical properties of polymer and paint coatings". Moscow: Chemistry, 183 p.,1978