Tomi Toratti's research while affiliated with Finnish Medical Association (Finland) and other places

Publications (26)

Conference Paper
In this paper FEM simulations based on the recent advances in hygro-thermal modelling of wood are carried out for the stress-laminated timber deck (SLTD) of a timber bridge exposed to Northern climates. The work compares the performance of two different FEM models that were implemented in Abaqus code and have been also used in earlier works. The fi...
Article
The paper present results of the European project Sustainable Refurbishment of Building Facades and External Walls. The objective of the research was to analyse the durability of refurbished outdoor walls on the bases of building-physical analyses and estimate the benefits of refurbishment on concrete façade. All analyses were made for concrete wal...
Book
Full-text available
The main driver for publishing this book has been to disseminate information about the scientifically proven positive effects on climate of using wood in construction. The findings are the result of a large transnational European research project. The intention has been to document findings that would be of interest to designers, construction compa...
Article
Wood has potential as a renewable material for a large variety of applications that often call for improved properties such as dimensional stability, moisture insensitivity, and durability. Moisture migration in wood is a particularly important factor in determining the cost-effective service life of wooden construction. Within the present research...
Article
The present paper describes the benefits of using a common failure assessment template when carrying out failure assessments of buildings. A common failure template is proposed. This template is targeted for failures which occur in timber buildings. This template has been tested by various experts in Europe and positive feedback has been received s...
Article
In variable humidity conditions, wood absorbs or desorbs moisture from the air. Unless the change in humidity is very slow, this will develop moisture gradients in the wood sections. These gradients will develop stresses due to constrained swelling or shrinkage strains. These stresses are named moisture-induced stresses. The present paper investiga...
Article
Full-text available
VTT Working Papers 157 The research programme of this study included tests of 104 glulam beams. The aim of the experiments was to find out whether the variation of humidity affects the shear strength of large size glulam sections. It is known that moisture gradients are induced in dynamic humidity variations, and these produce internal stress distr...
Article
Full-text available
An empirical model for wood decay development which can be incorporated into a hygrothermal model of building physics is presented. The model is applied to the ERA-40 reanalysis data, based on six-hour weather observations in Europe, to estimate wood decay in different parts of Europe. These studies provide new tools for evaluating the durability a...
Article
Independent failure studies on timber structures have recently been carried out in various countries in Europe. The Nordic study is here briefly summarized. The difficulty in comparison of the failure assessments is that these have not been done in a uniform manner. This makes comparisons between the studies and the development of common remedy pro...
Article
Structures and Architecture, 442-449 In this paper a numerical method for the evaluation of moisture induced stresses in timber structures is proposed. A multi-Fickian approach for the moisture transfer modelling is used. A moisture-stress analysis based on a 3D orthotropic-viscoelastic-mechanosorptive model for wood is performed by using the Abaqu...
Article
Journal of Strain Analysis for Engineering Design Vol.45, 129-140 Variations of relative humidity and temperature result in moisture and temperature gradients in wood, which induce stress perpendicular to grain and may even cause cracking of the wood. To address the problem, a sequentially coupled three-dimensional (3D) finite element procedure was...
Article
2009 Wood and Fiber Product Seminar. VTT and USDA Joint Activity. Harlin, Ali; Vikman, Minna (eds.). VTT Symposium 263, 148 - 154 A model of wood decay has been developed that can be incorporated into a hygrothermal model of building physics. This enables the assessment of the effects of the various exposure conditions on the durability and service...
Article
WCTE 2010 Conference Proceedings In this paper a moisture-stress analysis based on a 3D orthotropic-viscoelastic-mechanosorptive model for wood is performed by using the Abaqus FEM code. The constitutive model and the needed equations of moisture flow are implemented into some Abaqus user subroutines. The method, which was previously validated with...
Article
This paper presents a 3D moisture-stress numerical analysis for timber structures under variable humidity and load conditions. An orthotropic viscoelastic-mechanosorptive material model is specialized on the basis of previous models. Both the constitutive model and the equations needed to describe the moisture flow across the structure are implemen...
Article
Full-text available
Rouhiainen, Veikko (ed.), Scientific activities in Safety & Security 2009, 44-46
Article
International symposium on computational structural engineering SCE 2009, Shanghai China, 22-25 June 2009, 597-603 In this paper a computational method for evaluating moisture induced stresses in timber connections is proposed. A 3D orthotropic-viscoelastic-mechanosorptive model for wood is implemented in the Umat subroutine of the FEM code Abaqus...
Article
The present case study is an example of the use of reliability analysis to asses the failure probability of a tapered glulam beam. This beam is part of a true structure built for a super market in the town of Kokemäki in Finland. The reliability analysis is carried out using the snow load statistics available from the site and on material strength...
Article
This paper summarizes results from vibration tests on floors. Classification of floors into five headings is given based on vibration characteristics. Suggested criteria and limiting values are proposed. These values are based on tests carried out on site and in laboratory conditions. It was found that the point load deflection is the best indicato...
Article
Full-text available
During their functional life, building components are exposed to moisture and other environment stress conditions in numerous ways. This is a fact that should be taken into account during manufacture, product development, designing and work execution of building components. For wood material, moisture stress and biological factors like mould and de...
Article
4th International Building Physics conference IBPC 2009, Istanbul, Turkey, 15-18 June 2009, 127-134 This paper presents an empirical model for wood decay development which can be incorporated into a hygrothermal model of building physics. This enables the assessment of the effects of the various structural choices (e.g. protection to driving rain,...
Article
Full-text available
The fire design according to Eurocode is more conservative than in the Finnish building codes due to differences in the charring rate and the lateral torsional buckling. The Eurocode design resulted in a higher cross section than the Finnish code, when using the same load combination factor for snow load. The reliability analysis showed that the fi...
Article
Full-text available
The reliability of structures is analysed using different target safety levels and probability distribution functions. As a result it is observed that a high target safety index makes it harder to determine safety factors such that the same safety level can be attained for different structures. Also, failure statistics are analysed and the damage c...
Article
Full-text available
Durability is defined "The ability of a product to maintain its required performance over a given time, under the influence of foreseeable actions, subject to normal maintenance". During their functional life, building components are exposed to moisture and other environment hazards in numerous ways, a fact that must be taken into account during ma...

Citations

... Retrofit conditions-questions such as the disturbance levels to the inhabitants or site and the possibility of working from the inside of the building vs. the need for scaffoldings in high-rise buildings should be holistically weighed, as shown in [97]. • Compatibility between the existing constructive solutions and the proposing retrofit technologies-the retrofit design project should be compatible with the existing solution (e.g., materials properties), and possible consequences should be assessed (e.g., reduction of air permeability and the creation of new thermal bridge areas following the fixation of new constructive systems), as well as how to mitigate them [98]; ...
... Ecological studies and assessments can vary in many different assumptions, indicators and methods according to the intended goal and scope. Therefore, the result of a study can consider and present different indicators, as well as present different results for identical indicators (Albrecht et al., 2008;Kuittinen, Ludwig & Weiss, 2013;Sölkner et al., 2014). ISO 14040:2009 andISO 14044:2006 standards define the structure to perform a life cycle assessment and divide the process in the following framework: ...
... As a type of organic polymer, PU has excellent engineering properties, including high corrosion resistance, high energy absorption, high elongation, chemical resistance, thermal stability, products and applications versatility, costeffectiveness, and ease of use [18,19]. At present, there are many types of PU products in the market for various applications, which mainly fall into [14,17,[20][21][22][23][24][25][26][27]: ...
... The Sequential Importance Sampling (SIS) method (Papaioannou et al. 2016) is used to perform RAs and 180 find probabilities of failure that a weighted factor of the distribution is adopted to approach the failure limit Of the forty-seven variables required to set the LSF function, the twenty random variables are listed in Table 215 1, with their PDF, mean values, and standard deviations stated based on (Toratti et al. 2007; Wieghaus and 216 Atadero 2011). Variables that are more uncertain and have a more significant impact on the bending behavior 217 of the beams were chosen as random variables. ...
... To dive into further study on the evolving kinetics of the two cell wall water, more data points should be obtained and relevant kinetic models could be developed. The result hardly provided any information on diffusion as in other NMR studies (Dvinskikh et al. 2011b;Cocusse et al. 2022), in which spatial resolution was applied. Content courtesy of Springer Nature, terms of use apply. ...
... Most of these were based on numerical models, predicting wood decay (in or above ground), attack by termites and marine borers. Diverse experimental approaches and concepts of modelling were implemented (Brischke and Hansson 2011, Van de Kuilen 2007, Viitanen et al. 2008, Gobakken and Lebow 2009, Thelandersson et al. 2009). Brischke and Thelandersson (2014) reviewed alternative modelling approaches for predicting performance of wood products outdoor and concluded that the dose-response models seem to be most frequently applied. ...
... The mechano-sorptive creep is believed to be more sever for samples exposed to larger amplitude of moisture changes [32][33][34][35]. Fragiacomo et al. [36] investigated parameters affecting induced stressed in perpendicular to grain direction of sawn timber, glulam and CLT; the climate, size of the timber cross-section, and type of protective coating were considered. Natural variations of relative humidity were found to induce stresses perpendicular to the grain exceeding the strength of timber, leading to development of cracks. ...
... There are three types of rot fungi that initiate wood decay; brown rot, soft rot and white rot [5]. Brown rot is initiated earlier and develops faster when compared to the other types. ...
... Since the mid-span deflection under 1 kN concentrated load (i.e., 1 kN deflection) and the fundamental natural frequency have been proven as reliable indicators for vibration serviceability of the floor systems, different methods were developed to predict the indicators in design practice. Talja and Kullaa [8] and Toratti and Talja [39] developed a method to determine 1 kN deflection based on the deflection of an orthotropic plate with all edges simply supported. The maximum deflection can be approximated by ...
... Reliability-based design involves incorporating these uncertainties in current methods of design, thereby using probability methods to design at pre-defined safety levels [4]. [5] looked at the reliability of structure by means of different target safety levels and probability distribution functions. The results showed that high target safety index makes it difficult to determine the safety factors such that the same safety level can be reached for different structures. ...