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    P. Waldron

    Page 1. Centre for Cement and Concrete FXUYHGNFR Dr. Maurizio Guadagnini Dr. Kypros Pilakoutas Professor Peter Waldron Centre for Cement and Concrete Dept. of Civil and Structural Engineering The University of Sheffield, UK SHEAR DESIGN... more
    Page 1. Centre for Cement and Concrete FXUYHGNFR Dr. Maurizio Guadagnini Dr. Kypros Pilakoutas Professor Peter Waldron Centre for Cement and Concrete Dept. of Civil and Structural Engineering The University of Sheffield, UK SHEAR DESIGN EQUATIONS ...
    ABSTRACT: The paper deals with shear resistance of RC beams reinforced with fibre reinforced polymer reinforcement. The experimental programme presented here is part of an extensive research activity focused on comparing the development... more
    ABSTRACT: The paper deals with shear resistance of RC beams reinforced with fibre reinforced polymer reinforcement. The experimental programme presented here is part of an extensive research activity focused on comparing the development of shear carrying mechanisms in ...
    Since 2001, the Centre for Cement and Concrete has carried out extensive research on the above issues and a patent application has been filed for the use of thin wire reinforcement in concrete [9]. This paper aims to summarise the work... more
    Since 2001, the Centre for Cement and Concrete has carried out extensive research on the above issues and a patent application has been filed for the use of thin wire reinforcement in concrete [9]. This paper aims to summarise the work carried out to date. The recycling ...
    ... Strengthening of concrete beams with CFRP laminates. Artigo em Livro de Actas de Conferência Internacional. Autores: Luís Filipe Pereira Juvandes Joaquim de Azevedo Figueiras António Torres Marques. Área: 2 Engenharia e tecnologia... more
    ... Strengthening of concrete beams with CFRP laminates. Artigo em Livro de Actas de Conferência Internacional. Autores: Luís Filipe Pereira Juvandes Joaquim de Azevedo Figueiras António Torres Marques. Área: 2 Engenharia e tecnologia > 2.1 Engenharia civil. ...
    ABSTRACT
    Acute chest syndrome (ACS) is the leading cause of hospitalization, morbidity, and mortality in patients with sickle cell disease. Radiographic and clinical findings in ACS resemble pneumonia; however, etiologies other than infectious... more
    Acute chest syndrome (ACS) is the leading cause of hospitalization, morbidity, and mortality in patients with sickle cell disease. Radiographic and clinical findings in ACS resemble pneumonia; however, etiologies other than infectious pathogens have been implicated, including pulmonary fat embolism (PFE) and infarction of segments of the pulmonary vasculature. The National Acute Chest Syndrome Study Group was designed to identify the etiologic agents and clinical outcomes associated with this syndrome. Data were analyzed from the prospective study of 671 episodes of ACS in 538 patients with sickle cell anemia. ACS was defined as a new pulmonary infiltrate involving at least 1 complete segment of the lung, excluding atelectasis. In addition, the patients had to have chest pain, fever >38.5C, tachypnea, wheezing, or cough. Samples of blood and deep sputum were analyzed for evidence of bacteria, viruses, and PFE. Mycoplasma pneumoniae infection was determined by analysis of paired serologies. Detailed information on patient characteristics, presenting signs and symptoms, treatment, and clinical outcome were collected. Fifty-one (9%) of 598 episodes of ACS had serologic evidence of M pneumoniae infection. Twelve percent of the 112 episodes of ACS occurring in patients younger than 5 years were associated with M pneumoniae infection. At the time of diagnosis, 98% of all patients with M pneumoniae infection had fever, 78% had a cough, and 51% were tachypneic. More than 50% developed multilobar infiltrates and effusions, 82% were transfused, and 6% required assisted ventilation. The average hospital stay was 10 days. Evidence of PFE with M pneumoniae infection was seen in 5 (20%) of 25 patients with adequate deep respiratory samples for the PFE assay. M pneumoniae and Chlamydia pneumoniae was found in 16% of patients with diagnostic studies for C pneumoniae. Mycoplasma hominis was cultured in 10 (2%) of 555 episodes of ACS and occurred more frequently in older patients, but the presenting symptoms and clinical course was similar to those with M pneumoniae. M pneumoniae is commonly associated with the ACS in patients with sickle cell anemia and occurs in very young children. M hominis should be considered in the differential diagnosis of ACS. Aggressive treatment with broad-spectrum antibiotics, including 1 from the macrolide class, is recommended for all patients as well as bronchodilator therapy, early transfusion, and respiratory support when clinically indicated.
    ABSTRACT A major impediment for the development of precast concrete permanent formwork and other thin structural elements such as cladding is the minimum cover requirement to the reinforcement. For aggressive environments, this can be up... more
    ABSTRACT A major impediment for the development of precast concrete permanent formwork and other thin structural elements such as cladding is the minimum cover requirement to the reinforcement. For aggressive environments, this can be up to 50 mm, which results in minimum 100 mm thickness units. Currently, glass-fibre-reinforced concrete or cement (GFRC) is used to address that problem in small non-structural elements. However, the structural capacity of GFRC is limited and fibre-reinforced plastic (FRP) reinforcement can be used to structurally reinforce GFRC to enable the development of much larger units. The 'skin and rib' concept for the design of such units has been developed by the authors and has been used for the design of precast units. The main issues relating to GFRP-reinforced GFRC are bond, anchoring, tension stiffening, deflections and shear capacity of thin panels. This paper presents experimental and analytical work undertaken to address all the above issues. Pull-out tests confirm that the pull-out resistance of FRP is greater in GFRC than in concrete. Flexural capacity and deformations can be predicted provided the tensile properties of the GFRC are determined and modelled correctly. Finally the shear resistance of the elements is examined and design proposals are made. The work demonstrates that it is possible to develop 1 cm thick GFRC permanent formwork for bridge or building applications-spanning unsupported up to 3.85 m and up to 10 m with intermediate supports, thereby providing a durable and economic alternative to metal decks.
    ABSTRACT A one-fifth model reinforced-concrete beam-slab bridge deck was tested to destruction, and the vibrational response to ambient excitation was measured at different stages of cracking and spalling. Observations showed that the... more
    ABSTRACT A one-fifth model reinforced-concrete beam-slab bridge deck was tested to destruction, and the vibrational response to ambient excitation was measured at different stages of cracking and spalling. Observations showed that the neutral axis remained close to the lower flange of the T-beam throughout the loading range. A method capable of assessing the load-carrying capacity as well as the structural condition of a T-beam slab bridge deck has been developed. This requires prior information on the geometric dimensions and fundamental modal frequency of the structure, and two methods are discussed and proposed for assessment. The results of a parametric study of the effect of different boundary conditions on the fundamental modal frequency are presented in this paper. Different potential sources of error in this process are discussed and the manner of implementing the method is presented.
    Cytogenetic and molecular studies have demonstrated that involvement of 22q is a non-random finding in malignant rhabdoid tumors (MRTs) of the brain. We present an MRT of the kidney with the karyotype 47,XY, + i(1)(q10),... more
    Cytogenetic and molecular studies have demonstrated that involvement of 22q is a non-random finding in malignant rhabdoid tumors (MRTs) of the brain. We present an MRT of the kidney with the karyotype 47,XY, + i(1)(q10), der(8)t(8;22)(q12;q11.2),der(22)t(8;22)(q23 or q24.1;q11.2). This unbalanced reciprocal translocation was confirmed by fluorescence in situ hybridization (FISH) with chromosome-specific paints for chromosomes 8 and 22. Molecular analysis demonstrated a partial deletion of 22q in the BCR region at q11.2, strengthening the suspicion that this is a critical region for the initiation or progression of these highly malignant neoplasms. Establishing non-random cytogenetic changes in MRTs arising from the kidney may be of value in distinguishing these rare, but often fatal tumors from other renal neoplasms that mimic them histologically. The similarity in cytogenetic and molecular abnormalities between renal and extra-renal MRTs argues against the concept that extra-renal MRTs are only representative of a rhabdoid phenotype, rather than being true rhabdoid tumors.
    ABSTRACT The use of GFRC (glass fibre reinforced concrete) permanent formwork is currently limited to relatively short spans due to the material’s modest flexural capacity. These limitations can be overcome by reinforcing GFRC with rod... more
    ABSTRACT The use of GFRC (glass fibre reinforced concrete) permanent formwork is currently limited to relatively short spans due to the material’s modest flexural capacity. These limitations can be overcome by reinforcing GFRC with rod reinforcement. To avoid durability problems FRP (fiber reinforced polymer) reinforcement has been used by the authors to develop thin GFRC permanent formwork capable of spanning up to 3 m. Although there is abundant research information on the use of FRP in ordinary concrete, the composite performance of FRP reinforced GFRC needs special investigation. To demonstrate the concept, this paper presents the results of experiments on the behaviour of GFRC panels containing FRP reinforcement. It also confirms that the flexural behaviour of FRP reinforced GFRC can be predicted by using section analysis.
    ABSTRACT Glass fibre reinforced concrete (GFRC) incorporating fibre reinforced polymer (FRP) bar reinforcement is potentially an ideal composite material for the manufacture of thin structural elements due to its superior durability over... more
    ABSTRACT Glass fibre reinforced concrete (GFRC) incorporating fibre reinforced polymer (FRP) bar reinforcement is potentially an ideal composite material for the manufacture of thin structural elements due to its superior durability over GFRC containing conventional steel reinforcement. GFRC without any bar reinforcement has only been used for small units and short spans due to its relatively low flexural strength. Until now, no work has been reported on the use of FRP bars in GFRC. The first part of the paper deals with the stress–strain characteristics of GFRC. In the second part the bond strength of GFRC with both steel and FRP reinforcing bars is determined from a series of 24 pullout tests from which the characteristics of the local bond stress–slip response was established. The results show that the bond of FRP bars in GFRC is, in general, better than the bond in normal concrete, and that conventional numerical models can be used to model the behaviour. The last part of the paper investigates the performance of a 3m span thin GFRC permanent formwork panel, reinforced with FRP, both experimentally and analytically with finite element (FE) analysis. It is concluded that the behaviour of thin GFRC elements incorporating FRP reinforcement can be predicted by FE analysis in which the GFRC stress–strain characteristics and bond characteristics are modelled with robust spring elements.
    ABSTRACT This paper presents background work leading to the development of thin structural elements made of GFRC (Glass Fibre Reinforced Concrete) reinforced with FRP (Fiber Reinforced Polymer) bars. Such thin structural elements are... more
    ABSTRACT This paper presents background work leading to the development of thin structural elements made of GFRC (Glass Fibre Reinforced Concrete) reinforced with FRP (Fiber Reinforced Polymer) bars. Such thin structural elements are suitable for a variety of applications such as cladding, security screens, etc, but this paper focuses on their use as permanent formwork. The first part of the paper deals with optimising a uniform thickness GFRC section to achieve maximum flexural capacity at minimum weight. The second part deals with the interaction between FRP and GFRC, in particular with the issues of bond. The third part presents the performance of a 3m span thin GFRC permanent formwork panel system reinforced with FRP. Both experimental and analytical studies are presented and it is concluded that FRP/GFRC thin structural elements can be designed using conventional techniques requiring only the use of appropriate material characteristics.
    ... 2] on a range of parametrically varied foot-bridge structures ... Table 2. It should be noticed that the fundamental frequency (3.4 Hz) of the cable-stayed footbridge is margin ... For the purpose of assessing vibration... more
    ... 2] on a range of parametrically varied foot-bridge structures ... Table 2. It should be noticed that the fundamental frequency (3.4 Hz) of the cable-stayed footbridge is margin ... For the purpose of assessing vibration serviceability, the guidelines of the UK code (BSI 1978) were taken as ...
    This paper describes the application of the FE modelling, modal testing and FE model correlation and updating techniques to a 1500-tonne car park floor structure. Firstly, a pre-test FE model, constructed according to common civil... more
    This paper describes the application of the FE modelling, modal testing and FE model correlation and updating techniques to a 1500-tonne car park floor structure. Firstly, a pre-test FE model, constructed according to common civil engineering practice, is presented. Next, the modal testing performed on the structure is described and the results from this testing are shown. Finally, the manual FE model updating procedure as applied to this structure is described and the correlation between the updated FE model and the test results is presented. By using this procedure, inadequacies in the pre-test FE model are highlighted and suggestions are made for better modelling practice for similar future structures.
    ABSTRACT
    This paper describes the finite element modelling, dynamic testing and finite element model updating of a newly constructed, 35m span, cable-stayed footbridge. A numerical simulation, using an updated FE model, was conducted to evaluate... more
    This paper describes the finite element modelling, dynamic testing and finite element model updating of a newly constructed, 35m span, cable-stayed footbridge. A numerical simulation, using an updated FE model, was conducted to evaluate the accelerations that would be induced by a walking pedestrian. The results from the simulation were compared to corresponding experimental measurements, and were found to be in good agreement.
    This paper describes the analytical FE modelling, modal testing and FE model updating of two full-scale pedestrian footbridges. These procedures are well developed in the fields of mechanical and aerospace engineering, and have just... more
    This paper describes the analytical FE modelling, modal testing and FE model updating of two full-scale pedestrian footbridges. These procedures are well developed in the fields of mechanical and aerospace engineering, and have just started to be applied successfully to large civil ...