4 resultados para Toll bridges

em CORA - Cork Open Research Archive - University College Cork - Ireland


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Inflammation is a complex and highly organised immune response to microbes and tissue injury. Recognition of noxious stimuli by pathogen recognition receptor families including Toll-like receptors results in the expression of hundreds of genes that encode cytokines, chemokines, antimicrobials and regulators of inflammation. Regulation of TLR activation responses is controlled by TLR tolerance which induces a global change in the cellular transcriptional expression profile resulting in gene specific suppression and induction of transcription. In this thesis the plasticity of TLR receptor tolerance is investigated using an in vivo, transcriptomics and functional approach to determine the plasticity of TLR tolerance in the regulation of inflammation. Firstly, using mice deficient in the negative regulator of TLR gene transcription, Bcl-3 (Bcl-3-/-) in a model of intestinal inflammation, we investigated the role of Bcl-3 in the regulation of intestinal inflammatory responses. Our data revealed a novel role for Bcl-3 in the regulation of epithelial cell proliferation and regeneration during intestinal inflammation. Furthermore this data revealed that increased Bcl-3 expression contributes to the development of inflammatory bowel disease (IBD). Secondly, we demonstrate that lipopolysaccharide tolerance is transient and recovery from LPS tolerance results in polarisation of macrophages to a previously un-described hybrid state (RM). In addition, we identified that RM cells have a unique transcriptional profile with suppression and induction of genes specific to this polarisation state. Furthermore, using a functional approach to characterise the outcomes of TLR tolerance plasticity, we demonstrate that cytokine transcription is uncoupled from cytokine secretion in macrophages following recovery from LPS tolerance. Here we demonstrate a novel mechanism of regulation of TLR tolerance through suppression of cytokine secretion in macrophages. We show that TNF-α is alternatively trafficked towards a degradative intracellular compartment. These studies demonstrate that TLR tolerance is a complex immunological response with the plasticity of this state playing an important role in the regulation of inflammation.

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Through the recognition of potentially harmful stimuli, Toll-like receptors (TLRs) initiate the innate immune response and induce the expression of hundreds of immune and pro-inflammatory genes. TLRs are critical in mounting a defence against invading pathogens however, strict control of TLR signalling is vital to prevent host damage from excessive or prolonged immune activation. In this thesis the role of the IκB protein Bcl (B-cell lymphoma)-3 in the regulation of TLR signalling is investigated. Bcl3-/- mice and cells are hyper responsive to TLR stimulation and are defective in LPS tolerance. Bcl-3 interacts with and blocks the ubiquitination of homodimers of the NF-κB subunit, p50. Through stabilisation of inhibitory p50 homodimers, Bcl-3 negatively regulates NF-κB dependent inflammatory gene transcription following TLR activation. Firstly, we investigated the nature of the interaction between Bcl-3 and p50 and using peptide array technology. Key amino acids required for the formation of the p50:Bcl-3 immunosuppressor complex were identified. Furthermore, we demonstrate for the first time that interaction between Bcl-3 and p50 is necessary and sufficient for the anti-inflammatory properties of Bcl-3. Using the data generated from peptide array analysis we then generated cell permeable peptides designed to mimic Bcl-3 function and stabilise p50 homodimers. These Bcl-3 derived peptides are potent inhibitors of NF-κB dependent transcription activity in vitro and provide a solid basis for the development of novel gene-specific approaches in the treatment of inflammatory diseases. Secondly, we demonstrate that Bcl-3 mediated regulation of TLR signalling is not limited to NF-κB and identify the MAK3K Tumour Progression Locus (Tpl)-2 as a new binding partner of Bcl-3. Our data establishes role for Bcl-3 as a negative regulator of the MAPK-ERK pathway.

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The effects of vehicle speed for Structural Health Monitoring (SHM) of bridges under operational conditions are studied in this paper. The moving vehicle is modelled as a single degree oscillator traversing a damaged beam at a constant speed. The bridge is modelled as simply supported Euler-Bernoulli beam with a breathing crack. The breathing crack is treated as a nonlinear system with bilinear stiffness characteristics related to the opening and closing of crack. The unevenness of the bridge deck is modelled using road classification according to ISO 8606:1995(E). The stochastic description of the unevenness of the road surface is used as an aid to monitor the health of the structure in its operational condition. Numerical simulations are conducted considering the effects of changing vehicle speed with regards to cumulant based statistical damage detection parameters. The detection and calibration of damage at different levels is based on an algorithm dependent on responses of the damaged beam due to passages of the load. Possibilities of damage detection and calibration under benchmarked and non-benchmarked cases are considered. Sensitivity of calibration values is studied. The findings of this paper are important for establishing the expectations from different vehicle speeds on a bridge for damage detection purposes using bridge-vehicle interaction where the bridge does not need to be closed for monitoring. The identification of bunching of these speed ranges provides guidelines for using the methodology developed in the paper.

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The use of energy harvesting materials for large infrastructure is a promising and growing field. In this regard, the use of such harvesters for the purpose of structural health monitoring of bridges has been proposed in recent times as one of the feasible options since the deployment of them can remove the necessity of an external power source. This paper addresses the performance issue of such monitors over the life-cycle of a bridge as it deteriorates and the live load on the structure increases. In this regard, a Lead Zirconate Titanate (PZT) material is considered as the energy harvesting material and a comparison is carried out over the operational life of a reinforced concrete bridge. The evolution of annual average daily traffic (AADT) is taken into consideration, as is the degradation of the structure over time, due to the effects of corrosion. Evolution of such harvested energy is estimated over the life-cycle of the bridge and the sensitivity of harvested energy is investigated for varying rates of degradation and changes in AADT. The study allows for designing and understanding the potential of energy harvesters as a health monitor for bridges. This paper also illustrates how the natural growth of traffic on a bridge over time can accentuate the identification of damage, which is desirable for an ageing structure. The paper also assesses the impact and effects of deployment of harvesters in a bridge as a part of its design process, considering performance over the entire life-cycle versus a deployment at a certain age of the structure.