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Terrorism has become a serious threat in the world, with bomb attacks carried out both inside and outside buildings. There are already many unreinforced masonry buildings in existence, and some of them are historical buildings. However, they do not perform well under blast loading. Aiming on protecting masonry buildings, retrofitting techniques were developed. Some experimental work on studying the effect of retrofitted URM walls has been done in recent years; however, these tests usually cost a significant amount of time and funds. Because of this, numerical simulation has become a good alternative, and can be used to study the behaviour of masonry structures, and predict the outcomes of experimental tests. This project was carried out to find efficient retrofitting technique under blast loading by developing numerical material models. It was based on experimental research of strengthening URM walls by using retrofitting technologies under out-of-plane loading at the University of Adelaide. The numerical models can be applied to study large-scaled structures under static loading, and the research work is then extended to the field of blast loading. Aiming on deriving efficient material models, homogenization technology was introduced to this research. Fifty cases of numerical analysis on masonry basic cell were conducted to derive equivalent orthotropic material properties. To study the increasing capability in strength and ductility of retrofitted URM walls, pull-tests were simulated using interface element model to investigate the bond-slip relationship of FRP plates bonded to masonry blocks. The interface element model was then used to simulate performance of retrofitted URM walls under static loads. The accuracy of the numerical results was verified by comparing with the experimental results from previous tests at the University of Adelaide by Griffith et al. (2007) on unreinforced masonry walls and by Yang (2007) on FRP retrofitted masonry walls. To study the de-bonding behaviours of retrofits bonded to masonry, and find appropriate solution to protect certain masonry walls against blast loading, various retrofitting technologies were examined. The simulation covers explosive impacts of a wide range of impulses. Based on this work, pressure-impulse diagrams for different types of retrofitted URM walls were developed as a design guideline for estimating the blast effect on retrofitted masonry walls. The outcomes of this research will contribute to the development of numerical simulation on modelling retrofitted URM walls, improving the technique for explosion-resistant of masonry buildings, and providing a type of guideline for blast-resistant design. / http://proxy.library.adelaide.edu.au/login?url= http://library.adelaide.edu.au/cgi-bin/Pwebrecon.cgi?BBID=1349719 / Thesis (M.Eng.Sc.) - University of Adelaide, School of Civil, Environmental and Mining Engineering, 2009

Terrorism has become a serious threat in the world, with bomb attacks carried out both inside and outside buildings. There are already many unreinforced masonry buildings in existence, and some of them are historical buildings. However, they do not perform well under blast loading. Aiming on protecting masonry buildings, retrofitting techniques were developed. Some experimental work on studying the effect of retrofitted URM walls has been done in recent years; however, these tests usually cost a significant amount of time and funds. Because of this, numerical simulation has become a good alternative, and can be used to study the behaviour of masonry structures, and predict the outcomes of experimental tests. This project was carried out to find efficient retrofitting technique under blast loading by developing numerical material models. It was based on experimental research of strengthening URM walls by using retrofitting technologies under out-of-plane loading at the University of Adelaide. The numerical models can be applied to study large-scaled structures under static loading, and the research work is then extended to the field of blast loading. Aiming on deriving efficient material models, homogenization technology was introduced to this research. Fifty cases of numerical analysis on masonry basic cell were conducted to derive equivalent orthotropic material properties. To study the increasing capability in strength and ductility of retrofitted URM walls, pull-tests were simulated using interface element model to investigate the bond-slip relationship of FRP plates bonded to masonry blocks. The interface element model was then used to simulate performance of retrofitted URM walls under static loads. The accuracy of the numerical results was verified by comparing with the experimental results from previous tests at the University of Adelaide by Griffith et al. (2007) on unreinforced masonry walls and by Yang (2007) on FRP retrofitted masonry walls. To study the de-bonding behaviours of retrofits bonded to masonry, and find appropriate solution to protect certain masonry walls against blast loading, various retrofitting technologies were examined. The simulation covers explosive impacts of a wide range of impulses. Based on this work, pressure-impulse diagrams for different types of retrofitted URM walls were developed as a design guideline for estimating the blast effect on retrofitted masonry walls. The outcomes of this research will contribute to the development of numerical simulation on modelling retrofitted URM walls, improving the technique for explosion-resistant of masonry buildings, and providing a type of guideline for blast-resistant design. / http://proxy.library.adelaide.edu.au/login?url= http://library.adelaide.edu.au/cgi-bin/Pwebrecon.cgi?BBID=1349719 / Thesis (M.Eng.Sc.) - University of Adelaide, School of Civil, Environmental and Mining Engineering, 2009

Terrorism has become a serious threat in the world, with bomb attacks carried out both inside and outside buildings. There are already many unreinforced masonry buildings in existence, and some of them are historical buildings. However, they do not perform well under blast loading. Aiming on protecting masonry buildings, retrofitting techniques were developed. Some experimental work on studying the effect of retrofitted URM walls has been done in recent years; however, these tests usually cost a significant amount of time and funds. Because of this, numerical simulation has become a good alternative, and can be used to study the behaviour of masonry structures, and predict the outcomes of experimental tests. This project was carried out to find efficient retrofitting technique under blast loading by developing numerical material models. It was based on experimental research of strengthening URM walls by using retrofitting technologies under out-of-plane loading at the University of Adelaide. The numerical models can be applied to study large-scaled structures under static loading, and the research work is then extended to the field of blast loading. Aiming on deriving efficient material models, homogenization technology was introduced to this research. Fifty cases of numerical analysis on masonry basic cell were conducted to derive equivalent orthotropic material properties. To study the increasing capability in strength and ductility of retrofitted URM walls, pull-tests were simulated using interface element model to investigate the bond-slip relationship of FRP plates bonded to masonry blocks. The interface element model was then used to simulate performance of retrofitted URM walls under static loads. The accuracy of the numerical results was verified by comparing with the experimental results from previous tests at the University of Adelaide by Griffith et al. (2007) on unreinforced masonry walls and by Yang (2007) on FRP retrofitted masonry walls. To study the de-bonding behaviours of retrofits bonded to masonry, and find appropriate solution to protect certain masonry walls against blast loading, various retrofitting technologies were examined. The simulation covers explosive impacts of a wide range of impulses. Based on this work, pressure-impulse diagrams for different types of retrofitted URM walls were developed as a design guideline for estimating the blast effect on retrofitted masonry walls. The outcomes of this research will contribute to the development of numerical simulation on modelling retrofitted URM walls, improving the technique for explosion-resistant of masonry buildings, and providing a type of guideline for blast-resistant design. / http://proxy.library.adelaide.edu.au/login?url= http://library.adelaide.edu.au/cgi-bin/Pwebrecon.cgi?BBID=1349719 / Thesis (M.Eng.Sc.) - University of Adelaide, School of Civil, Environmental and Mining Engineering, 2009

The aims of this thesis are to study the fracture behaviour in unreinforced masonry, to carry out a limited experimental program on three-point bending (TPB) masonry panels and to develop a time-dependent fracture formulation for the study of mode I fracture in quasi-brittle materials. A micro-model for fracture in unreinforced masonry is developed using the concept of the discrete crack approach. All basic masonry failure modes are taken into account. To capture brick diagonal tensile cracking and masonry crushing, a linear compression cap is proposed with a criterion for defining the compression cap. The failure surface for brick and brick-mortar interfaces are modelled using a Mohr-Coulomb failure surface with a tension cut-off and a linear compression cap. The fracture formulation, in nonholonomic rate form within a quasi-prescribed displacement approach, is based on a piecewise-linear constitutive law and is in the form of a so-called ?linear complementarity problem? (LCP). The proposed model has been applied to simulating fracture in masonry shear walls and masonry TPB panels. An experimental program was undertaken to investigate the failure behaviour of masonry panels under TPB with relatively low strength mortar. The basic material parameters were obtained from compression, TPB and shear tests on bricks, mortar and brick-mortar interfaces. The experimental results showed that the failure of masonry TPB panels is governed by both tensile and shear failure rather than just tensile failure. The simulation of the masonry TPB tests compared well with the experimental results. In addition, the LCP fracture formulation is enhanced to study the time-dependent mode I fracture in quasi-brittle materials. Two main time-dependent sources, the viscoelasticity of the bulk material and the crack rate dependent opening, are taken into account. A simplified crack rate model is proposed to include the rate-dependent crack opening. The model is applied to predicting time-dependent crack growth in plain concrete beams under sustained loading. The model captures the essential features including the observed strength increase with loading rate, the load-deflection and load-CMOD responses, the deflection-time and CMOD-time curves, the predicted time to failure and the stress distributions in the fracture zone.

The aims of this thesis are to study the fracture behaviour in unreinforced masonry, to carry out a limited experimental program on three-point bending (TPB) masonry panels and to develop a time-dependent fracture formulation for the study of mode I fracture in quasi-brittle materials. A micro-model for fracture in unreinforced masonry is developed using the concept of the discrete crack approach. All basic masonry failure modes are taken into account. To capture brick diagonal tensile cracking and masonry crushing, a linear compression cap is proposed with a criterion for defining the compression cap. The failure surface for brick and brick-mortar interfaces are modelled using a Mohr-Coulomb failure surface with a tension cut-off and a linear compression cap. The fracture formulation, in nonholonomic rate form within a quasi-prescribed displacement approach, is based on a piecewise-linear constitutive law and is in the form of a so-called ?linear complementarity problem? (LCP). The proposed model has been applied to simulating fracture in masonry shear walls and masonry TPB panels. An experimental program was undertaken to investigate the failure behaviour of masonry panels under TPB with relatively low strength mortar. The basic material parameters were obtained from compression, TPB and shear tests on bricks, mortar and brick-mortar interfaces. The experimental results showed that the failure of masonry TPB panels is governed by both tensile and shear failure rather than just tensile failure. The simulation of the masonry TPB tests compared well with the experimental results. In addition, the LCP fracture formulation is enhanced to study the time-dependent mode I fracture in quasi-brittle materials. Two main time-dependent sources, the viscoelasticity of the bulk material and the crack rate dependent opening, are taken into account. A simplified crack rate model is proposed to include the rate-dependent crack opening. The model is applied to predicting time-dependent crack growth in plain concrete beams under sustained loading. The model captures the essential features including the observed strength increase with loading rate, the load-deflection and load-CMOD responses, the deflection-time and CMOD-time curves, the predicted time to failure and the stress distributions in the fracture zone.

O ambiente hospitalar é um local que requer cuidados especiais. No caso de reformas e até mesmo construções um cuidado maior é necessário, já que demolições, lixamentos e outros tipos de intervenções podem gerar aerossóis. Nos aerossóis estão presentes fungos que ao serem inalados por pacientes imunocomprometidos ou transplantados apresentam grande probabilidade de provocar infecções graves, que em muitos casos são letais. Face ao exposto, o presente trabalho tem como objetivo caracterizar a ocorrência de fungos em argamassas de revestimento no ambiente hospitalar. A pesquisa foi realizada em paredes de alvenaria do Hospital de Clínicas, da Universidade Federal do Paraná, de onde foram extraídas amostras da região da superfície, da argamassa e do bloco cerâmico. As amostras foram semeadas em placas de Petri e RODAC® contendo Ágar Sabouraud Dextrose e incubadas a 25oC durante sete dias. Após esse período o crescimento de fungos nas placas foi analisado. A variação da temperatura e umidade foi monitorada por meio de sistema remoto e manual. A argamassa dos ambientes avaliados teve seus valores de resistência à tração e teor de umidade determinados. Das 150 amostras coletadas 39% apresentaram crescimento positivo com a seguinte distribuição de fungos: Aspergillus (presente em 28% das amostras), Absidia (21%), Cladosporium (18%), Rhizopus (10%), Rhodotorulla (8%), Fusarium (6%), Penicillium (3%), A. flavus, demais fungos e outros fungos filamentosos (2%) cada. Nos substratos do interior das paredes pesquisadas foram identificadas três espécies diferentes de Aspergillus: A. flavus, A. fumigatus e A.niger. Todas as espécies de Aspergillus encontradas podem causar aspergilose invasiva e, por isso, oferecem sérios riscos à saúde de pacientes imunocomprometidos. Em uma das paredes avaliadas o teor de umidade encontrado foi igual a 12% e a resistência à tração foi nula. O estudo evidenciou a presença de fungos oportunistas, tais como Aspergillus e Fusarium, tanto nas amostras de argamassa quanto nas de bloco cerâmico retiradas do interior das paredes dos ambientes pesquisados. / The hospital is a place that requires special care. In terms of reforms and even buildings, this site requires even greater care since, demolition, sanding and other types of interventions can generate aerosols. In aerosols, commonly called dust, fungi are present is high the probability of the fungi be aspirated by immunocompromised patients in a hospital. This microorganisms can germinate and cause severe infections and lethal in many cases. The present work has as its object to identify and characterize the occurrence of fungi in mortar coating in the hospital environment. The survey was conducted in masonry walls of the Clinics Hospital, Federal University of Paraná, in which were extracted samples of the surface, of the mortar and of the ceramic block. Samples were plated on Petri plates containing Sabouraud Dextrose Agar, incubated at 25 ° C for seven days, and after this period was analyzed fungal growth. The environments had their temperature and humidity monitored by a remote and manual system during one year. The mortar coating these environments was also investigated with respect to tensile strength and moisture content. Of the samples collected 39% showed growth of colonies with the following distribution of microorganisms: Aspergillus (28% of the samples), Absidia (21%), Cladosporium (18%), Rhizopus (10%), Rhodotorulla (8%), Fusarium (6%), Penicillium (2%), A. flavus, other genera and other filamentous fungi (2%). Within the substrate researched were identified three different species of Aspergillus: A. A.flavus, A.fumigatus and A.niger. All species of Aspergillus found cause invasive aspergillosis and therefore offer a serious risk to immunocompromised patients. In one of the walls evaluated the moisture content was equal 12% and the tensile strength was zero. The study revealed the presence of opportunistic fungi such as Aspergillus, Fusarium, among others, in the mortar and in the ceramic block inside the wall of the environments studied.

O ambiente hospitalar é um local que requer cuidados especiais. No caso de reformas e até mesmo construções um cuidado maior é necessário, já que demolições, lixamentos e outros tipos de intervenções podem gerar aerossóis. Nos aerossóis estão presentes fungos que ao serem inalados por pacientes imunocomprometidos ou transplantados apresentam grande probabilidade de provocar infecções graves, que em muitos casos são letais. Face ao exposto, o presente trabalho tem como objetivo caracterizar a ocorrência de fungos em argamassas de revestimento no ambiente hospitalar. A pesquisa foi realizada em paredes de alvenaria do Hospital de Clínicas, da Universidade Federal do Paraná, de onde foram extraídas amostras da região da superfície, da argamassa e do bloco cerâmico. As amostras foram semeadas em placas de Petri e RODAC® contendo Ágar Sabouraud Dextrose e incubadas a 25oC durante sete dias. Após esse período o crescimento de fungos nas placas foi analisado. A variação da temperatura e umidade foi monitorada por meio de sistema remoto e manual. A argamassa dos ambientes avaliados teve seus valores de resistência à tração e teor de umidade determinados. Das 150 amostras coletadas 39% apresentaram crescimento positivo com a seguinte distribuição de fungos: Aspergillus (presente em 28% das amostras), Absidia (21%), Cladosporium (18%), Rhizopus (10%), Rhodotorulla (8%), Fusarium (6%), Penicillium (3%), A. flavus, demais fungos e outros fungos filamentosos (2%) cada. Nos substratos do interior das paredes pesquisadas foram identificadas três espécies diferentes de Aspergillus: A. flavus, A. fumigatus e A.niger. Todas as espécies de Aspergillus encontradas podem causar aspergilose invasiva e, por isso, oferecem sérios riscos à saúde de pacientes imunocomprometidos. Em uma das paredes avaliadas o teor de umidade encontrado foi igual a 12% e a resistência à tração foi nula. O estudo evidenciou a presença de fungos oportunistas, tais como Aspergillus e Fusarium, tanto nas amostras de argamassa quanto nas de bloco cerâmico retiradas do interior das paredes dos ambientes pesquisados. / The hospital is a place that requires special care. In terms of reforms and even buildings, this site requires even greater care since, demolition, sanding and other types of interventions can generate aerosols. In aerosols, commonly called dust, fungi are present is high the probability of the fungi be aspirated by immunocompromised patients in a hospital. This microorganisms can germinate and cause severe infections and lethal in many cases. The present work has as its object to identify and characterize the occurrence of fungi in mortar coating in the hospital environment. The survey was conducted in masonry walls of the Clinics Hospital, Federal University of Paraná, in which were extracted samples of the surface, of the mortar and of the ceramic block. Samples were plated on Petri plates containing Sabouraud Dextrose Agar, incubated at 25 ° C for seven days, and after this period was analyzed fungal growth. The environments had their temperature and humidity monitored by a remote and manual system during one year. The mortar coating these environments was also investigated with respect to tensile strength and moisture content. Of the samples collected 39% showed growth of colonies with the following distribution of microorganisms: Aspergillus (28% of the samples), Absidia (21%), Cladosporium (18%), Rhizopus (10%), Rhodotorulla (8%), Fusarium (6%), Penicillium (2%), A. flavus, other genera and other filamentous fungi (2%). Within the substrate researched were identified three different species of Aspergillus: A. A.flavus, A.fumigatus and A.niger. All species of Aspergillus found cause invasive aspergillosis and therefore offer a serious risk to immunocompromised patients. In one of the walls evaluated the moisture content was equal 12% and the tensile strength was zero. The study revealed the presence of opportunistic fungi such as Aspergillus, Fusarium, among others, in the mortar and in the ceramic block inside the wall of the environments studied.

Master’s thesis deals with diagnostics and reconstruction of neo-gothic chapel in Medlice. Summary of appropriate testing methods for this chapel is compiled. Visual examination of whole structure have been performed by diagnostics. Masonry element strength was found out at specimens which had were taken out from structure (drill cores and whole bricks). Masonry elements also was tested by Schmidt hammer LB. Mortar was tested by Kucera’s drill. Masonry strength required for static calculation was computed from achieved values. After examination of all structure defects have been designed reconstruction by post-tensioning.