Thèses sur le sujet « Constitutive and induced defence »
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Villari, Caterina. « Fungi associated with the pine engraver beetle Ips acuminatus and their interactions with the host tree ». Doctoral thesis, Università degli studi di Padova, 2012. http://hdl.handle.net/11577/3422532.
Texte intégralGli scolitidi delle conifere sono insetti spesso associati ad un complesso di funghi con i quali possono instaurare differenti interazioni ecologiche. Alcuni di questi funghi, generalmente non fitopatogeni, sono coinvolti in un’interazione mutualistica diretta e vengono utilizzati come nutrimento per le larve del vettore. Altri funghi associati, invece, sono ritenuti coinvolti nel processo di esaurimento delle difese della pianta, che per l’insetto è uno dei passaggi necessari per superare la resistenza dell’ospite e poterlo quindi colonizzare. In quest’ultimo caso, i funghi associati sono di norma specie patogene appartenenti al gruppo morfologico dei funghi ophiostomatoidi, noti anche come ‘funghi di azzurramento’. Nonostante l’interesse che la simbiosi tra scolitidi e funghi ha riscosso nel tempo, molti degli aspetti fondamentali di questa interazione sono ancora discussi, come ad esempio il grado di dipendenza degli insetti vettori dai loro simbionti nelle fasi di colonizzazione della pianta ospite. In questa tesi è stata presa in considerazione la comunità fungina associata a Ips acuminatus (Gyll.), un piccolo scolitide che attacca di preferenza le parti del tronco del pino silvestre (Pinus sylvestris L.) con corteccia sottile, e che di recente ha causato numerose infestazioni in varie zone distribuite sull’arco alpino. Una delle specie che fanno parte della comunità fungina associata ad I. acuminatus è il simbionte alimentare Hyalorhinocladiella macrospora (Franke-Grosm.) Harr. Fa inoltre parte del complesso anche uno specifico fungo di azzurramento costantemente associato al vettore, ma la cui identità non è ancora ben definita. Le prime segnalazioni lo descrivono come Ophiostoma clavatum Math.-Käärik, mentre ricerche successive riportano O. brunneo-ciliatum Math. Gli obiettivi che questa tesi si è prefissa sono stati determinare l’effettiva identità del fungo di azzurramento associato ad I. acuminatus, ed indagare le interazioni del complesso fungino con la pianta ospite, al fine di definire meglio le relazioni che intercorrono tra scolitidi e fungi associati, e poter quindi contribuire ai tentativi di chiarire l’ecologia e la dinamica di popolazione di questo insetto dannoso. Nel primo lavoro sono stati descritti l’isolamento e l’identificazione di una specie fungina isolata da individui di I. acuminatus raccolti in Italia e in Svezia. L’identificazione della specie è avvenuta sia grazie all’osservazione delle caratteristiche morfologiche sia mediante un approccio di tipo molecolare. La specie è risultata essere O. clavatum, come era stato indicato nelle prime segnalazioni riguardanti i funghi associati ad I. acuminatus. Nel secondo lavoro sono stati descritti la messa punto e l’utilizzo di tre sonde molecolari per loop-mediated isothermal amplification (LAMP), con l’obiettivo di determinare quale delle due specie del genere Ophiostoma sopracitate fosse effettivamente il fungo maggiormente associato a I. acuminatus nell’arco alpino. I risultati, riguardanti sei popolazioni italiane dell’insetto, hanno confermato che la specie maggiormente presente è O. clavatum, mentre O. brunneo-ciliatum non è mai stata rilevata. I risultati di questo studio hanno mostrato anche che la frequenza di associazione di I. acuminatus con O. clavatum varia a seconda della fase epidemica, ed è minore nei nuclei di infestazione rispetto alle popolazioni endemiche. Nel terzo lavoro sono state caratterizzate le risposte sia locali sia sistemiche del pino silvestre alla colonizzazione da parte del simbionte alimentare e del fungo di azzurramento, identificando e quantificando alcuni metaboliti secondari, come terpeni, fenoli e lignina. I risultati hanno mostrato che il pino silvestre risponde in maniera generica anziché specifica all’induzione. Il fatto inoltre che il simbionte alimentare e il fungo di azzurramento abbiano stimolato una risposta simile di loro suggerisce che anche un fungo non patogeno possa partecipare al processo di esaurimento delle difese della pianta, assistendo quindi l’insetto nelle fasi di colonizzazione dell’ospite. Questo risultato contribuisce quindi allo sviluppo delle attuali teorie sul ruolo dei funghi associati nell’ecologia degli scolitidi. Nell’ultimo lavoro sono state studiate le correlazioni tra i metaboliti secondari delle difese costitutive del pino silvestre, e le correlazioni tra la concentrazione costitutiva e la variazione indotta dei singoli composti. I risultati hanno messo in evidenza una differenziazione di comportamento tra composti e l’assenza in generale di una correlazione inversa tra i tipi diversi di difese, al contrario di quanto previsto da alcune teorie. Nel complesso, i quattro contributi di questa tesi suggeriscono la rivalutazione di una delle attuali teorie sul ruolo dei funghi associati nella colonizzazione dell’ospite da parte degli scolitidi, e forniscono degli spunti per la comprensione del ruolo dei funghi associati nella dinamica di popolazione del vettore. Chiariscono inoltre alcuni degli aspetti dei meccanismi di difesa del pino silvestre, mettendo in evidenza la sua competitività.
Sinclair, Steven J. « QPRTase : a wound-induced defence gene in Nicotiana ». Monash University, School of Biological Sciences, 2003. http://arrow.monash.edu.au/hdl/1959.1/6571.
Texte intégralWarner, Simon A. J. « Cloning and characterization of an asparagus wound-induced gene ». Thesis, University of Leicester, 1992. http://hdl.handle.net/2381/35363.
Texte intégralVenkatasubramaniam, Shyam. « Constitutive Modeling of Poly(Ethylene Terephthalate) ». The Ohio State University, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=osu1417444300.
Texte intégralSingh, Jasber. « The plasma membrane Hâº-TPase and pathogen-induced plant defence ». Thesis, Lancaster University, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.423560.
Texte intégralTang, M. « Elicitor-induced defence response and signal mechanisms in Medicago sativa L ». Thesis, Swansea University, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.639158.
Texte intégralStirrup, Timothy J. « Induced defence in wild cabbage : integrating genes, volatiles & ; insect behaviour ». Thesis, University of Southampton, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.439371.
Texte intégralGibberd, R. M. « Wound-induced plant responses and their consequences for insect grazing ». Thesis, University of Southampton, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.378189.
Texte intégralDean, Edward Timothy Richard. « An isotropic transformations soil constitutive model with induced anisotropy in axial deformation events ». Thesis, University of Cambridge, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.293200.
Texte intégralBechtold, David Alexander. « Localization of constitutive and hyperthermia-induced heat shock proteins to synapses of the rat brain ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape2/PQDD_0026/MQ50477.pdf.
Texte intégralSOMASUNDARAM, SUJITHAN. « CONSTITUTIVE MODELLING FOR ANISOTROPIC HARDENING BEHAVIOR WITH APPLICATIONS TO COHESIONLESS SOILS (INDUCED, KINEMATIC, NON-ASSOCIATIVENESS) ». Diss., The University of Arizona, 1986. http://hdl.handle.net/10150/188165.
Texte intégralBrändli, Peter Richard. « Disorders of regulated and constitutive secretion in pituitary thyrotrophs of streptozotocin-induced diabetic male rats / ». [S.l.] : [s.n.], 1992. http://www.ub.unibe.ch/content/bibliotheken_sammlungen/sondersammlungen/dissen_bestellformular/index_ger.html.
Texte intégralBeilke, Lisa D. « Mechanisms of Hepatoprotection in a Murine Model of Bile Acid-Induced Intrahepatic Cholestasis ». Diss., The University of Arizona, 2008. http://hdl.handle.net/10150/194264.
Texte intégralBerg, Femke van den. « The evolution of plant defence against pests : pathogen development and pathogen-induced leaf necrosis ». Thesis, University of Reading, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.421209.
Texte intégralNajarian, Taline. « Hypercapnia-induced, potassium channel and prostaglandin dependent modulation of endothelial constitutive nitric oxide synthase in neonatal brain ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0034/MQ64414.pdf.
Texte intégralBrunal-Brown, Alyssa Alexandra. « Effects of constitutive and acute Connexin 36 deficiency on brain-wide susceptibility to PTZ-induced neuronal hyperactivity ». Diss., Virginia Tech, 2020. http://hdl.handle.net/10919/100748.
Texte intégralDoctor of Philosophy
Within the brain, cells (neurons) communicate with each other to pass along information. This communication is important for normal functions of the brain such as learning and memory, muscle movement, etc. Epilepsy is a disease of the brain that is caused by rapid over synchronized communication between cells. This leads to seizures which can include convulsions, loss of attention, and much more. Currently, 30% of patients suffering from epilepsy do not have a treatment option that works for them, it is, therefore, imperative to investigate new targets for treatment in this disease. Connexin36 is a protein in the brain that directly connects cells so they can pass information quickly between them. Connexin36, therefore, might make a good target for treatment. Previous work has aimed to understand this relationship but has been limited in their ability to look at the entire brain at any one time. The goal of this study was to understand the relationship between connexin 36 and brain hyperactivity across the whole brain simultaneously. To understand this relationship, we first determined what happened to brain activity if the protein was missing entirely after exposure to a seizure causing drug. We were asking: How does connexin 36 affect hyperactivity. We found that different regions of the brain responded differently without the connexin 36 protein. This suggests that one size does not fit all, and one must look at the whole brain to understand the effects of the connexin 36 protein. Next, we asked a similar question, but in the opposite direction, how does hyperactivity affect connexin 36? We found, in the short-term, hyperactivity reduced the amount of connexin 36 present in certain regions of the brain. This continued until 3 hours following exposure to the seizure causing drug Pentylenetetrazol (PTZ). Lastly, to determine if this short-term reduction in connexin 36 meant that an individual was more likely to experience hyperactivity. To do this, we used a connexin 36 blocking drug, then introduced the seizure causing drug at different concentrations. We found, at all concentrations, the connexin 36 blocking drug caused significant changes in neuronal activity, depending on the brain regions. Overall, our results showed that connexin 36 plays an important role in hyperactivity and that a short-term reduction in connexin 36 is detrimental, and may contribute to an increase in the possibility of subsequent hyperactivity.
Copple, Ian Mathew. « The transcriptional regulation of cell defence and its role in protection against drug-induced liver injury ». Thesis, University of Liverpool, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.479064.
Texte intégralHuang, Ping. « Constitutive and TCDD-induced expression of Ah receptor responsive genes with special focus on the brain and pituitary / ». Stockholm, 2003. http://diss.kib.ki.se/2003/91-7349-434-8/.
Texte intégralColeman, Ross Antony. « Herbivore behaviour, multitrophic interactions and a lack of wound-induced defence in a member of the Cruciferae ». Thesis, University of Southampton, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.242558.
Texte intégralBeese, Allison M. « Experimental investigation and constitutive modeling of the large deformation behavior of anisotropic steel sheets undergoing strain-induced phase transformation ». Thesis, Massachusetts Institute of Technology, 2011. http://hdl.handle.net/1721.1/67576.
Texte intégralCataloged from PDF version of thesis.
Includes bibliographical references (p. 139-146).
The strain-induced phase transformation from austenite to martensite is responsible for the high strength and ductility of TRansformation-Induced Plasticity (TRIP)- assisted steels. The large deformation behavior of conventional steels is governed by crystallographic slip. In the case of TRIP steels, the phase transformation provides an additional microstructural deformation mechanism, which has a particularly strong effect on the strain hardening response at the macroscopic level. This thesis work develops a new plasticity model for TRIP steels that accounts for the effect of phase transformation. In particular, the large deformation behavior of 1.5mm thick stainless steel 301LN sheets at room temperature is studied in detail. Several techniques for quantifying the martensite volume fraction are evaluated including micrography, X-ray diffraction, neutron diffraction, magnetic saturation, and magnetic permeability measurements. The latter is then used to measure the evolution of the martensite content throughout mechanical experiments. The experimental program for different stress states includes experiments for uniaxial tension, uniaxial compression, equi-biaxial tension, pure shear, and transverse plane strain tension. The resulting experimental data demonstrate the influence of both the stress triaxiality and Lode angle parameter on the austenite-to-martensite transformation kinetics. A stress-state dependent transformation kinetics evolution equation is proposed which describes the martensite content as a function of plastic strain, the stress triaxiality, and the Lode angle parameter. Furthermore, a phenomenological plasticity model is developed comprising an anisotropic yield function, an isotropic hardening law, and a nonlinear kinematic hardening law with initial back stress. The isotropic hardening law expresses the increase in deformation resistances as a function of the plastic strain and the martensite content and is directly coupled with the stress-state dependent transformation kinetics equation. As a result, the model is able to describe the experimentally observed effect of stress state on the macroscopic hardening response. The constitutive model is implemented into a finite element program and used to simulate all experiments performed. The model predictions agree well with the experimental results for a wide range of stress states and for both specimens with homogeneous and heterogeneous stress and strain fields.
by Allison M. Beese.
Ph.D.
Kitamura, Jiro. « Chronic Lung Injury by Constitutive Expression of Activation-Induced Cytidine Deaminase Leads to Focal Mucous Cell Metaplasia and Cancer ». Kyoto University, 2015. http://hdl.handle.net/2433/200440.
Texte intégralSanmartín, Martínez Neus. « Deciphering mechanisms underlying Mycorrhizal Induced Resistance in tomato plants ». Doctoral thesis, Universitat Jaume I, 2021. http://dx.doi.org/10.6035/14104.2021.722450.
Texte intégralIn this doctoral thesis I have tried to decipher some mechanisms behind Mycorrhiza-Induced Resistance (MIR). Mycorrhizal plants become more sensitive and perceive earlier the upcoming stress. This is accompanied by a plant metabolic rearrangement and enhanced callose accumulation directed by protein changes after symbiosis establishment. These modifications can be key components of defence priming behind MIR against Botrytis cinerea. Furthermore, the changes in specific VOCs released by mycorrhizal plants likely contribute to the enhanced resistance since they show antifungal properties.
Programa de Doctorat en Ciències
Carlier, Florian. « Fonctions et organisations de l’hétérochromatine au cours du développement sexué chez le champignon filamenteux Podospora anserina ». Thesis, Université Paris-Saclay (ComUE), 2018. http://www.theses.fr/2018SACLS457/document.
Texte intégralIn pezizomycotina, transposable elements are targeted by a genome defense system named Repeat Induced Point Mutation (RIP). First described in Neurospora crassa, RIP occurs before karyogamy in each parental haploid nucleus of the dikaryotic cells and results, within the repeats, in de novo methylation of cytosine (5mC) and mutations, mainly C to T transitions. This initial step triggers local assembly of constitutive heterochromatin, which allows transcriptional gene silencing. RID (RIP Defective) is a putative cytosine methyltransferase essential for RIP. Despite the absence of 5mC in its genome, PaRid inactivation in Podospora anserina results in sexual reproduction arrest right after fertilization. In this context, we asked whether PaRid is required to silence expression of some of sexual development-specific genes by nucleation of constitutive heterochromatin. To this end, we identified PaKmt1 and PaHp1 genes encoding respectively the histone methyltransferase PaKmt1 (SU(VAR)39 homologue protein) and the heterochromatin protein 1 (PaHP1). To assemble constitutive heterochromatin, PaKmt1 catalyses tri-methylation of H3K9 (H3K9me3), latter on bound by PaHP1. By contrast, the E(Z) histone methyltransferase homologue PaKmt6, as part of the PRC2 complex, catalyses tri-methylation of H3K27 (H3K27me3) to form facultative heterochromatin. Our results showed that loss of either PaKmt1 or PaHP1 does not cause major defects. Conversely, PaKmt6 gene inactivation results in severe defects: altered mycelium and vegetative growth rate, overproduction of male gamete, development of crippled fructifications, reduced production ascospores, part of which does not germinate. Furthermore, epistatic study showed that PaRid and PaKmt6 likely act in two different developmental pathways, with respect to sexual reproduction. In addition, using chromatin immuno-precipitation we characterized H3K9me3, H3K27me3 and H3K4me3 genome-wide distribution patterns. We observed an uncommon overlapping distribution between H3K9me3 and H3K27me3 on transcriptionally repressed genes and RIP target repeats. As expected, H3K4me3 localizes in 5’ of the transcribed genes and is excluded from the H3K9me3 and H3K27me3 domains. As expected, PaKmt6 is essential for H3K27me3 modification, but surprisingly, could also be responsible for some of the H3K9me3 setting up or maintenance
Roohigohar, Shirin. « Characterisation of the interactions between Queensland fruit fly, Bactrocera tryoni, egg and larvae, and tomato fruit at the whole insect and molecular level ». Thesis, Queensland University of Technology, 2022. https://eprints.qut.edu.au/229382/1/Shirin_Roohigohar_Thesis.pdf.
Texte intégralGianoli, Ernesto. « Induced responses of wheat to aphid feeding : consequences for both sides of the insect-plant interaction / ». Uppsala : Swedish Univ. of Agricultural Sciences (Sveriges lantbruksuniv.), 1998. http://epsilon.slu.se/avh/1999/91-576-5455-7.pdf.
Texte intégralTrindade, Maria Margarida Silva. « Mecanismo de defesa e resistência das plantas a agentes patogénicos ». Master's thesis, Universidade de Évora, 2021. http://hdl.handle.net/10174/29296.
Texte intégralNguyen, Trang Hieu. « Analysis of wound-induced jasmonate biosynthesis and signaling in defense and root development responses in rice ». Thesis, Montpellier, 2019. http://www.theses.fr/2019MONTG034.
Texte intégralRice is the first cereal consumed by human with more than 600 million tons produced each year. Thus the biotic and abiotic constraints on this cereal can be particularly damaging to food security. Complex molecular interactions orchestrating plant development and defense mechanisms against pathogens or climatic constraints play a major role in plant adaptation. Recently, it has been highlighted the crucial role played by defense hormones such as jasmonate in modulating responses allowing plants to adapt to their environment. Thus, the analysis of signaling and responses to jasmonate are of major interest for cereals. In this context, this thesis work allowed to analyze the role of this phytohormone in local and distal defense responses following mechanical stress. In addition, by functional approaches, a new role of jasmonate has been demonstrated in the systemic control of stress-induced coronary root development in rice. The understanding of the mechanisms of response to injury and the impact on development, especially at the level of the "hidden" part of the plant, the root system, makes it possible to consider the creation of new varieties and the optimization of breeding methods and rice cultivation
Akturk, Ozgur. « Assessment Of Tunnel Induced Deformation Field Through 3-dimensional Numerical Models (necatibey Subway Station, Ankara, Turkey) ». Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612539/index.pdf.
Texte intégralayyolu metro line (Ankara, Turkey), challenging ground conditions involving highly heterogeneous and locally water saturated foundation soils have been encountered. Possibility of damage at the surface and/or on the underground structures can be estimated using finite difference method (FDM) of analysis. In this study, two geophysical methods namely Electrical Resistivity Imaging (ERI) and Ground Penetrating Radar (GPR) were utilized to distinguish soil types at the study area. By correlating these geophysical survey results with the boring v logs, 3-Dimensional soil profile was revealed at the study area to build up a basis for numerical models. 3-Dimensional (3D) FDM analyses were conducted to assess tunneling induced deformations, along with movements around shallow soft ground main tunnels and connection tunnels. During sequential excavations, temporary and permanent shotcrete lining was also simulated. The soil behavior is assumed to be governed by an elastic-perfectly plastic constitutive relation based on the Mohr&ndash
Coulomb criterion. The computed deformations around these openings have been compared with the in-situ measurements. The results of the study revealed that the 3-D elasto-plastic analyses yield comparably good correlation with the in-situ measurements. Also, in this study, the effects of main tunnels excavations on each other and the effects of connection tunnels excavations on main tunnels were identified in terms of ground deformations. In order to simulate induced surface settlement due to groundwater withdrawal at the site 3-D fully coupled (fluidmechanical) numerical models were run using different time durations. The model studies revealed that deformations monitored at the ground surface are directly related with the tunnel construction practice. Pumping groundwater has very little or no effect on the measured deformations.
Hanak, Tobias [Verfasser], et Stefan [Akademischer Betreuer] Hoth. « Applicability of CRISPR/Cas9-mediated gene disruption in Brachypodium distachyon (L) P. Beauv to characterise the stress-induced 1,3-β-glucan synthase BdGSL3 in plant defence / Tobias Hanak ; Betreuer : Stefan Hoth ». Hamburg : Staats- und Universitätsbibliothek Hamburg, 2020. http://d-nb.info/1205880984/34.
Texte intégralBairán, García Jesús Miguel. « A non-linear coupled model for the analysis of reinforced concrete sections under bending, shear, torsion and axial forces ». Doctoral thesis, Universitat Politècnica de Catalunya, 2005. http://hdl.handle.net/10803/6177.
Texte intégralEl objetivo principal de esta tesis es generalizar el análisis de secciones de hormigón armado mediante fibras, de forma que se pueda reproducir la res-puesta no-lineal acoplada frente a esfuerzos normales y tangenciales bajo solicitaciones tridimensionales generales. De igual forma, se pretende obtener, para los esfuerzos cortantes y torsión, la misma capacidad de representación de geometrías y combinación de materiales que ofrecen los modelos de fibras para esfuerzos de flexo-compresión.
La primera problemática estriba en representar adecuadamente la cinemática de la sección transversal. Con la excepción de las deformaciones normales contenidas en el plano de la sección, no existe una teoría cinemática que a priori pueda dar la distribución del resto de deformaciones o tensiones en la sección, sin dejar de satisfacer las condiciones de equilibrio interno o continuidad entre las fibras que componen la misma.
Por otra parte, para materiales anisótropos, como el hormigón fisurado, en general todos los esfuerzos internos pueden estar acoplados. Además, es preciso considerar la distorsión de la sección transversal para satisfacer el equilibrio entre fibras.
El problema se aborda de forma general, considerando una sección de forma y materiales cualesquiera. Se parte del problema diferencial de equilibrio de un sólido con el que se ha podido deducir un sistema de equilibrio entre fibras (equilibrio a nivel sección). Se puede demostrar que éste es complementario al problema estándar de vigas. El sistema complementario permite recuperar información tridimensional que normalmente se pierde al resolver un problema de vigas.
Posteriormente, se propone una solución interna del problema complementario, en la que el alabeo y la distorsión de la sección quedan expresados como una función de las deformaciones generalizadas de una viga: deformaciones axil y cortantes, curvaturas de flexión y torsión. No son necesarios grados de libertad adicionales a nivel estructura ni hipótesis a-priori sobre la forma de los campos de deformación o tensión interna.
A partir de la formulación teórica, se desarrolla un modelo de elementos finitos plano de la sección transversal. El modelo está preparado para servir como respuesta constitutiva de cualquier tipo de elemento viga en sus puntos de integración. %Se evita así la necesidad de realizar un modelo de elementos sólidos de toda la barra para estudiar la respuesta frente a una combinación general de esfuerzos normales y tangenciales.
Se implementan una serie de modelos constitutivos para distintos materiales. En particular, se implementa un modelo constitutivo triaxial para hormigón fisurado, considerando la anisotropía inducida por la fisuración e incluyendo la superficie de rotura según un criterio multiaxial.
La formulación seccional es validada mediante varios casos de estudio teóricos y experimentales. La respuesta no-lineal acoplada bajo diversas combinaciones de esfuerzos normales y tangenciales es reproducida con precisión, lo cual queda patente tanto en las curvas esfuerzo-deformación obtenidas como en las matrices de rigidez seccionales.
Finalmente, se recopilan las conclusiones derivadas de la presente investigación y se
ofren recomendaciones para futuros trabajos.
Most RC structures are subjected to combined normal and tangential forces, such as bending, axial load, shear and torsion. Concrete cracking, steel yielding and other material nonlinearities produce an anisotropic sectional response that results in a coupling between the effects of normal and shear forces, i.e. normal force or bending moments may produce shear strains and vice versa. Although this interaction is sometimes taken into account, in a simplified manner, in the design of RC structures, a deep analysis of the coupling effects of RC sections using fiber models has not yet been made for arbitrary shape sections under general 3D loading.
The main objective of this thesis is to generalize the fiber-like sectional analysis of reinforced concrete elements, to make it capable of considering the coupled non-linear response under tangential and normal internal forces, from a general 3D loading.
Similarly, it is desired to obtain, for torque and shear forces, the same capacity and versatility in reproducing complex geometry and materials combination that fiber-like sectional representations offers for bending and stretching.
The first problematic lies in finding a proper representation of the section's kinematics under such general loading. Except for in-plane normal strains, there is no single kinematical theory capable of a-priori representing the correct distribution of the others strains or stresses satisfying, at the same time, inter-fiber equilibrium and continuity. On the other hand, for rather anisotropic materials, such as cracked concrete, all internal forces are, in general, coupled. It is also required that distortion is allowed for the section's kinematics in order to guarantee satisfaction of internal equilibrium.
The problem is dealt in a general form considering arbitrary shaped sections and any material behaviour. Starting from the differential equilibrium of a solid, an inter-fiber equilibrium system (equilibrium at the sectional level) was deduced. This system, which is complementary to the standard equilibrium problem of a beam-column, allows to recuperate information of the three-dimensional problem that is generally lost when solving a beam problem.
Further, a solution of the equilibrium at the sectional level is proposed in which the section's warping and distortion are posed as a function of the generalized beam-column strains (axial and shear strains, bending and torsion curvatures). No additional degrees of freedom are required at the structural level nor a-priori hypotheses on the distribution of the internal strains or stresses.
After the theoretical formulation, a planar finite element model for cross-sectional analysis is developed. The model can be used as a constitutive law for general beam column elements at their integration points.
A series of constitutive models have been implemented for several materials. In particular, a triaxial constitutive model for cracked concrete is implemented considering crackinduced anisotropy and a multiaxial failure criterion.
The sectional formulation is validated by means of various theoretical and experimental case studies. Non-linear coupled response under normal and tangential internal forces is reproduced with accuracy, as can be seen both in the predicted internal force-strain curves and in the sectional stiffness matrixes.
Finally, the conclusions drawn from the current research are summarized and
recomendations for future works are given.
Muzammil, Saima. « Saccharothrix algeriensis NRRL B-24137 : biocontrol properties, colonization and induced systemic resistance towards Botrytis cinerea on grapevine and Arabidopsis thaliana ». Thesis, Toulouse, INPT, 2012. http://www.theses.fr/2012INPT0063/document.
Texte intégralIn this thesis, the desert soil isolate, Saccharothrix algeriensis NRRL B-24137, has been evaluated for its bioactive properties towards the phytopathogenic fungus Botrytis cinerea, for its colonization of Vitis vinifera L., and Arabidopsis thaliana as well as to study the mechanisms of induced systemic resistance (ISR) towards B. cinerea. The results obtained allowed us firstly to show that Sa. algeriensis NRRL B-24137 can exhibit strong antifungal properties towards B. cinerea and that some metabolites can be responsible of this antifungal activity. Although these metabolites are still under consideration and that this study needs further works, we have demonstrated then the colonization properties of the desert soil isolate with grapevine plants. The results showed that the strain can form rhizospheric as well as endophytic subpopulations with grapevine plants (Cabernet Sauvignon cultivar graffed on 44-53 M rootstock) at early step of colonization. Then we have demonstrated that the beneficial strain could induce a systemic resistance towards B. cinerea. Although the mechanisms are not yet well understood, preliminary parts of this work demonstrated that the genes responsible of glucanase production, chitinase as well as inhibitor of polygalacturonase activity do not seems to be primed during the systemic resistance phenomenon. Finally we demonstrated that the interaction between Sa. algeriensis NRRL B-24137 and Arabidopsis thaliana plants results in a close association due also to a rhizo- and endophytic colonization of the model plant. The beneficial strain can also induce a systemic resistance in A. thaliana towards B. cinerea and analyzes of plant mutants have allowed to determine parts of the mechanisms involved in ISR as well as new mechanisms that could be trigerred by beneficial microbes
Merckel, Yannick. « Experimental characterization and modeling of the mechanical behavior of filled rubbers under cyclic loading conditions ». Phd thesis, Ecole Centrale de Lille, 2012. http://tel.archives-ouvertes.fr/tel-00736624.
Texte intégralBenelfellah, Abdelkibir. « Contribution à la modélisation de l'anisotropie induite par endommagement d'un matériau agrégataire énergétique ». Thesis, Tours, 2013. http://www.theses.fr/2013TOUR4018/document.
Texte intégralAn explosive aggregate material exhibits a visco-elastic behaviour with damage, internal friction and sensitivity to the confining pressure and temperature. This thesis focuses on the anisotropic elastic damage with unilateral effect. The first aim of this study is to highlight experimentally the anisotropic nature of the damage. Then, a new model is proposed for the studied material. This is achieved using a comparison of some relevant models in order to select the most appropriate among them. The selected model is then improved by adding unilateral effect mechanisms and plasticity. Experimental data is used to characterize the material behaviour and to determine the parameters of improved model. This model has been implemented in the finite element software (Abaqus / Standard) using Fortran procedure (UMAT) and then tested for different loads and compared with experimental results
Ritter, Robert. « Verformungsverhalten und Grenzflächen von Ultrahochleistungsbeton unter mehraxialer Beanspruchung ». Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2014. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-132747.
Texte intégralConcrete under multiaxial stress states shows significant changes of the material behaviour compared to uniaxial loading. Besides strength increasing and decreasing effects, also great differences in the stress-strain behaviour occur. In order to design concrete structures efficiently concerning complex stress states, the knowledge about the modified material behaviour is necessary. To determine experimentally the stress-strain behaviour of an ultra high performance concrete with a uniaxial compressive strength of about 170 N/mm², multiaxial loading tests on cubic-shaped specimens were carried out. Altogether, the investigation contained 35 biaxial and triaxial stress ratios under proportionally increasing load with primarily tension-compression-compression loadings. Applying the tensile load on the specimen, a new method was developed, which uses screws embedded in the concrete to transfer the loading. The deformations were measured by using six tetrahedron-shaped arranged Fibre Bragg Gratings inside the concrete specimen. Subsequently, with the directly measured strains the components of the strain tensor of the reference coordinate system could be determined. For the investigated ultra high performance concrete the increase of the multiaxial strength, referring to the uniaxial compressive strength, decreases compared to normal strength concrete with the increasing hydrostatic stress component of the load. Moreover, the deformation behaviour shows an increased brittleness compared to normal strength concrete, so that even under triaxial compressive stress states the specimens fail abruptly. Besides the ultimate strength, from the measured stress-strain curves the strength at the proportional limit, at the limit of affinity as well as at the minimum volume of the specimen is determined. To approximate these characteristic values, a description of a hypersurface is developed and calibrated with the test results. Furthermore, a database with multiaxial ultimate strength values of concretes with uniaxial compressive strengths between 10 N/mm² to 180 N/mm² available from literature was compiled and a calibration of the developed hypersurface model depending on the uniaxial compressive strength was carried out. Thereby, the obtained values of arbitrary parameters of individual concrete strength classes depend severely on the available test results, especially on the range of values of the hydrostatic stress component of the ultimate strength. The approximation of the stress-strain behaviour of the multiaxial loaded specimens is carried out by means of a damage-based material law. For this purpose, concerning the initially isotropic concrete, a load-induced isotropic and orthotropic damage depending on the principle strains is assumed. With the developed material law, very good accordance with the measured stress-strain curves could be achieved, so that also results in a good approximation of the ultimate concrete strength
Speck, Kerstin. « Beton unter mehraxialer Beanspruchung ». Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2008. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1216628091575-43714.
Texte intégralSpeck, Kerstin. « Beton unter mehraxialer Beanspruchung : Ein Materialgesetz für Hochleistungsbetone unter Kurzzeitbelastung ». Doctoral thesis, Technische Universität Dresden, 2007. https://tud.qucosa.de/id/qucosa%3A23705.
Texte intégralGros, Alice. « Modélisation de la cristallisation sous tension du caoutchouc naturel ». Thesis, Ecole centrale de Nantes, 2016. http://www.theses.fr/2016ECDN0018.
Texte intégralDespite the numerous experimental inverstigations performed over the past century and more intensively in the last fifteen years, strain-induced crystallization taking place in natural rubber still remains hardly understood in its precise mechanisms, leading models to remain phenomenological ones. The present study aims to develop a physicallymotivated model which qualitatively reproduces physical phenomena observed during an uniaxial tensile test. Firstly, the amorphous network is assumed to deform in an equal-force manner, resulting in a representative chain encompassing the inhomogeneity of matter through the chain-length distribution. Secondly, based on classical thermodynamics and on the entangled nature of the polymer network, both crystallization and fusion conditions are established. Moreover the derivation of the equilibrium point of a finite crystallite in a deformed network clarifies the tight relation between deformation and temperature during fusion. Finally, a semi-crystallized chain is defined, accounting for both the inhomogeneity of the amorphous phase and the heterogeneity due to the presence of a crystalline phase. This chain is included in a modified full-network model, initially dedicated to amorphous networks. This work leads to a complete thermo-mechanical constitutive equation which qualitatively reproduces the response of natural rubber in tension, but also to an original interpretative description of strain-induced crystallization
« Defence genes in Citrus sunki and Poncirus trifoliata : expression constitutive and induced by Phytophthora parasitica ». Tese, BIBLIOTECA CENTRAL DA UFLA, 2005. http://bibtede.ufla.br/tede//tde_busca/arquivo.php?codArquivo=408.
Texte intégralMARTINI, VALENTINA. « The role of terpenes in chemical defences of forest plants ». Doctoral thesis, 2010. http://hdl.handle.net/2158/545766.
Texte intégralBrescia, David A. « Seasonal variation in constitutive and induced defenses of spruce (Picea spp.) hosts of the white pine weevil Pissodes strobi peck ». Thesis, 2000. http://hdl.handle.net/2429/11023.
Texte intégralReiter, Chad E. N. « Constitutive insulin receptor signaling in retina and changes induced by diabetes / ». 2004. http://www.etda.libraries.psu.edu/theses/approved/WorldWideIndex/ETD-635/index.html.
Texte intégralJou, Yeun-Wen, et 周允文. « Mechanical Behavior and a Constitutive Model for Shear Induced Anisotropic Softening of Gravelly Soil ». Thesis, 2010. http://ndltd.ncl.edu.tw/handle/15562892182967690133.
Texte intégral國立中興大學
土木工程學系所
98
To characterize the deformational behavior of gravelly soils, this paper focuses on the individual influence of hydrostatic pressure and pure shearing on deformational behavior. Firstly, a series of drained, triaxial compression tests was conducted upon large specimens those made of gravelly soils, in which grain size distribution curve was based on the field condition. Furthermore, to distinguish the volumetric and the shear deformation of the gravelly soils, experiments with controlled stress paths, firstly hydrostatic compressed and followed by pure sheared, were conducted, respectively. Accordingly, a simple, yet innovative, constitutive model is proposed. The proposed constitutive model is characterized by the following features of gravelly soils: (1) significant shear-induced volumetric deformation prior to failure, (2) modulus stiffening under hydrostatic loading and softening under shearing condition; and (3) stress-induced anisotropy. In the proposed model, the deformational moduli K and G would vary according to the stress state. The stiffening and softening of these moduli render the diverse deformational behavior of gravelly soils. In addition, an anisotropic factor β is introduced to reflect the stress-induced anisotropy. Moreover, the proposed model only needs eight material parameters, and all these parameters can be rather easily obtained from experiments.
Liao, Chun-Yi, et 廖俊逸. « A preliminary study on time dependent constitutive model for shear induced anisotropic softening of sandstone ». Thesis, 2008. http://ndltd.ncl.edu.tw/handle/53483682914317426353.
Texte intégral國立臺灣大學
土木工程學研究所
96
Owing to the special geological background of Taiwan, weak rock in western Taiwan sedimentation strata has shear dilation and creep deformational behaviors. During the underground excavation, often have a large amount of compression deformation then result in disaster. General deformed characteristics for geo-materials are nonlinear. Using linear elastic model to compute the deformation of geo-materials will always misestimate. So it is necessary to develop a constitutive model that apply to geo-material. This research, based on the results of tri-axial test with the sandstone in western Taiwan that performed by Rock Mech. Lab. of NTU. To sum up the following deformation behavior of sandstone: (1) under shear loading will transform from its original isotropy to a shear-induced anisotropic (2) the shear dilation behavior will still exist under creep test According to the deformation behavior of sandstone, the concepts of shear modulus softening and anisotropic factor are used to develop an anisotropic softening model. And combine with the visco-elastic model to develop a time dependent model for anisotropic softening of sandstone. Then write subroutine of the model to apply it to numerical analysis. The model with three parameters bulk modulus K, shear modulus G and anisotropic factor β to simulate instant deformation and another three parameters Kc, Gc and viscosity η to simulate creep deformation. With several sets of pure shear tests and creep test we can get all the parameters. Through the simulations of different confined pressure and different stress path tests, it is found that good agreements with instant deformation of sandstone, but the creep deformation in high shear stress state are have some different. However the trend of simulations are consistent with the experimental results. Apply the model to finite element method of ABAQUS program. Writing user subroutine to define the material''s mechanical behavior. Before analyzing the tunnel cases, single element test was applied to verify the accuracy of the subroutine. Then apply the model to tunnel excavation analysis. Comparing prediction results between the anisotropic softening model, elastic model and Drucker-Prager model. The numerical results show that, with the proposed model there is a uniform compression zone around tunnel section and the inward displacements (including the crown, sidewalls and invert) based on anisotropic softening model are larger then elastic model and Drucker-Prager model. Keywords: sandstone, constitutive model, softening, shear dilation, creep.
Zeng, Jia [Verfasser]. « Interferon induced and constitutive expression of immunity related GTPases (IRG) in mouse tissues / vorgelegt von Jia Zeng ». 2008. http://d-nb.info/988222183/34.
Texte intégralGagnon, Hubert. « The isoflavonoids of Lupinus albus, their constitutive and environmentally induced accumulation and secretion, and their effect on bacterial growth ». Thesis, 1993. http://spectrum.library.concordia.ca/5187/1/MM90835.pdf.
Texte intégralMutyambai, Daniel Munyao. « Exploiting early herbivory-induced defense traits in Zea species for the management of Chilo partellus in East Africa / Daniel Munyao Mutyambai ». Thesis, 2014. http://hdl.handle.net/10394/15461.
Texte intégralPhD (Environmental Sciences), North-West University, Potchefstroom Campus, 2015
Won, Doyon. « Hemodynamic Regulation of Endothelial Cell Gene Expression : Effects of p65 Expression Level on Constitutive and TNFα Induced NF-κB Signalling ». Thesis, 2009. http://hdl.handle.net/1807/17842.
Texte intégralRampersaud, Andy. « Chromatin accessibility and epigenetic changes induced by xenobiotic and hormone exposure in young adult mouse liver ». Thesis, 2019. https://hdl.handle.net/2144/39470.
Texte intégral2022-01-31T00:00:00Z
Colgan, Lindsay Jessica. « Induced monoterpene responses in jack pine : defence against jack pine budworm and a fungal associate of the mountain pine beetle ». Master's thesis, 2010. http://hdl.handle.net/10048/1307.
Texte intégralForest Biology and Managment
Choi, Ka-Yee Grace. « Molecular mechanisms and effector functions of the human cathelicidin host defence peptide LL-37 : modulation of cytokine IL-32γ-induced responses and inflammatory arthritis ». 2017. http://hdl.handle.net/1993/32183.
Texte intégralMay 2017