(Created page with "==1 Title, abstract and keywords== Your paper should start with a concise and informative title. Titles are often used in information-retrieval systems. Avoid abbreviations a...") |
|||
(3 intermediate revisions by 2 users not shown) | |||
Line 1: | Line 1: | ||
− | ==1 | + | == Abstract == |
+ | A general approach [<span id='cite-1'></span>[[#1|1]]] to modelling various degradation processes in porous building materials, due to combined action of variable chemical, hygro-thermal and mechanical loads, is presented. Mechanics of multiphase porous media and damage mechanics are applied for this purpose. Kinetics of physicochemical processes, like for example: salt crystallization/dissolution [<span id='cite-2'></span>[[#2|2]]], calcium leaching [<span id='cite-3'></span>[[#3|3]]], Alkali Silica Reaction (ASR) [<span id='cite-4'></span>[[#4|4]]], and water freezing/thawing [<span id='cite-5'></span>[[#5|5]]], is described with evolution equations based on thermodynamics of chemical reactions. The mass-, energy- and momentum balances, the evolution equations describing chemical reactions, as well as the constitutive and physical relations are briefly summarized. The mutual couplings between the chemical, hygral, thermal and mechanical processes are presented and discussed, both from the viewpoint of physicochemical mechanisms and mathematical modelling. Numerical methods used for solution of the model governing equations are presented. For this purpose the finite element method is applied for space discretization and the finite difference method for integration in the time domain. | ||
− | + | Four examples of the model application for analysing transient chemo-hygro-thermo-mechanical processes in porous building materials are presented and discussed. The first example concerns the salt crystallization during drying of a wall made of concrete or ceramic brick, causing degradation of surface layer due to development of crystallization pressure. The second one deals with calcium leaching from a concrete wall due to chemical attack of pure water, exposed to gradients of temperature and pressure. The third one describes cracking of concrete element, caused by development of expanding products of ASR. The fourth example concerns freezing and thawing of a wet concrete wall in variable temperature and relative humidity. | |
− | + | == Recording of the presentation == | |
− | + | {| style="font-size:120%; color: #222222; border: 1px solid darkgray; background: #f3f3f3; table-layout: fixed; width:100%;" | |
− | + | |- | |
− | + | | {{#evt:service=youtube|id=https://youtu.be/Bh68gevAm_U | alignment=center}} | |
− | == | + | |- style="text-align: center;" |
− | + | | Location: San Servolo Complex. | |
− | + | |- style="text-align: center;" | |
− | + | | Date: 18 - 20 May 2015, San Servo Island, Venice, Italy. | |
− | + | ||
− | + | ||
− | == | + | |
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | {| style=" | + | |
− | + | ||
− | + | ||
− | + | ||
− | |- | + | |
− | | | + | |
− | + | ||
− | |- | + | |
− | + | ||
− | | | + | |
− | |- | + | |
− | + | ||
− | | | + | |
|} | |} | ||
− | |||
− | |||
− | |||
− | + | == General Information == | |
− | + | * Location: San Servolo Complex, Venice, Italy. | |
− | + | * Date: 18 - 20 May 2015, San Servo Island, Venice, Italy. | |
− | + | * Secretariat: [//www.cimne.com/ International Center for Numerical Methods in Engineering (CIMNE)]. | |
− | + | ||
− | + | ||
− | + | == External Links == | |
+ | * [//congress.cimne.com/coupled2015/frontal/default.asp IV Coupled] Official Website of the Conference. | ||
+ | * [//www.cimnemultimediachannel.com/ CIMNE Multimedia Channel] | ||
− | + | ==References== | |
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
− | + | ||
<div id="1"></div> | <div id="1"></div> | ||
− | [[#cite-1|[1]]] | + | [[#cite-1|[1]]] D. Gawin, M. Koniorczyk and F. Pesavento, “Modelling of hydro-thermo-chemo-mechanical |
− | + | phenomena in building materials”, Bulletin of The Polish Academy of Sciences: Technical | |
+ | Sciences, Vol. 61(1), pp. 51-63, (2013). | ||
<div id="2"></div> | <div id="2"></div> | ||
− | [[#cite-2|[2]]] | + | [[#cite-2|[2]]] M. Koniorczyk and D. Gawin, “Modelling of salt crystallization in building materials with |
− | + | microstructure - poromechanical approach”, Construction and Building Materials, Vol. 36, pp. | |
+ | 860-873, (2012). | ||
<div id="3"></div> | <div id="3"></div> | ||
− | [[#cite-3|[3]]] | + | [[#cite-3|[3]]] D. Gawin, F. Pesavento and B.A. Schrefler, “Modeling deterioration of cementitious materials |
− | + | exposed to calcium leaching in non-isothermal conditions”, Computer Methods in Applied | |
+ | Mechanics and Engineering, Vol. 198(37-40), pp. 3051-3083, (2009). | ||
<div id="4"></div> | <div id="4"></div> | ||
− | [[#cite-4|[4]]] | + | [[#cite-4|[4]]] F. Pesavento, D. Gawin D., M. Wyrzykowski, B.A. Schrefler and L. Simoni, “Modeling alkalisilica |
− | + | reaction in non-isothermal, partially saturated cement based materials”, Computer Methods | |
+ | in Applied Mechanics and Engineering, Vol. 225-228, pp. 95-115, (2012). | ||
<div id="5"></div> | <div id="5"></div> | ||
− | [[#cite-5|[5]]] | + | [[#cite-5|[5]]] D. Gawin, M. Koniorczyk and F. Pesavento, “Modelling of water freezing in water saturated |
− | + | building materials – kinetic approach” (in preparation). | |
− | + | ||
− | + |
A general approach [1] to modelling various degradation processes in porous building materials, due to combined action of variable chemical, hygro-thermal and mechanical loads, is presented. Mechanics of multiphase porous media and damage mechanics are applied for this purpose. Kinetics of physicochemical processes, like for example: salt crystallization/dissolution [2], calcium leaching [3], Alkali Silica Reaction (ASR) [4], and water freezing/thawing [5], is described with evolution equations based on thermodynamics of chemical reactions. The mass-, energy- and momentum balances, the evolution equations describing chemical reactions, as well as the constitutive and physical relations are briefly summarized. The mutual couplings between the chemical, hygral, thermal and mechanical processes are presented and discussed, both from the viewpoint of physicochemical mechanisms and mathematical modelling. Numerical methods used for solution of the model governing equations are presented. For this purpose the finite element method is applied for space discretization and the finite difference method for integration in the time domain.
Four examples of the model application for analysing transient chemo-hygro-thermo-mechanical processes in porous building materials are presented and discussed. The first example concerns the salt crystallization during drying of a wall made of concrete or ceramic brick, causing degradation of surface layer due to development of crystallization pressure. The second one deals with calcium leaching from a concrete wall due to chemical attack of pure water, exposed to gradients of temperature and pressure. The third one describes cracking of concrete element, caused by development of expanding products of ASR. The fourth example concerns freezing and thawing of a wet concrete wall in variable temperature and relative humidity.
Location: San Servolo Complex. |
Date: 18 - 20 May 2015, San Servo Island, Venice, Italy. |
[1] D. Gawin, M. Koniorczyk and F. Pesavento, “Modelling of hydro-thermo-chemo-mechanical phenomena in building materials”, Bulletin of The Polish Academy of Sciences: Technical Sciences, Vol. 61(1), pp. 51-63, (2013).
[2] M. Koniorczyk and D. Gawin, “Modelling of salt crystallization in building materials with microstructure - poromechanical approach”, Construction and Building Materials, Vol. 36, pp. 860-873, (2012).
[3] D. Gawin, F. Pesavento and B.A. Schrefler, “Modeling deterioration of cementitious materials exposed to calcium leaching in non-isothermal conditions”, Computer Methods in Applied Mechanics and Engineering, Vol. 198(37-40), pp. 3051-3083, (2009).
[4] F. Pesavento, D. Gawin D., M. Wyrzykowski, B.A. Schrefler and L. Simoni, “Modeling alkalisilica reaction in non-isothermal, partially saturated cement based materials”, Computer Methods in Applied Mechanics and Engineering, Vol. 225-228, pp. 95-115, (2012).
[5] D. Gawin, M. Koniorczyk and F. Pesavento, “Modelling of water freezing in water saturated building materials – kinetic approach” (in preparation).
Published on 30/06/16
Licence: CC BY-NC-SA license
Are you one of the authors of this document?