8 research outputs found

    A Proposed Equation for the Evaluation of the Nominal Ultimate Bending Moment Capacity of Rectangular Singly Reinforced RPC Sections

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    Based on compressive stress – compressive strain curves of Reactive Powder Concrete (RPC) which have been established recently in a Ph.D thesis(1), an equivalent bi-linear compressive stress block for RPC sections under pure bending moment is proposed and used to derive an equation for calculating the nominal ultimate bending moment capacity (Mn) of rectangular singly reinforced RPC sections. The accuracy of the derived equation of Mn is examined by comparison with the results of existing experimental tests

    Membrane Action in Orthotropically R.C. Rectangular Slabs Supported on Three Edges Only with Variable Axial Restraints

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    In this paper, large deformation analysis is carried out on uniformly loaded orthotropically reinforced concrete rectangular slabs that have one free edge and different restraints on the other edges. For the purpose of such analysis, the slabs are assumed to behave in a rigid-perfectly plastic manner and to yield under the combined effect of bending and membrane action. Two cases are analysed; the case of a slab having two adjacent edges fixed- one edge simply supported and one edge free, and the case of a slab having two adjacent edges simply supported- one edge fixed and one edge free. Results of the analysis indicate considerable enhancements in the load carrying capacity of such slabs above those predicted by Johanson's simple yield line theory(1).The amount of the load enhancement in a particular slab is found to depend on many parameters such as the steel ratio rx + , orthotropy ratio g, compressive strength of concrete fʹc , yield stress of steel fy , and the slab aspect ratio Ly/Lx, such that a higher enhancement in load is achieved for a slab having a higher value of fʹc but lower values of Ly/Lx , rx + , g and fy

    Mechanical Properties of Reactive Powder Concrete (RPC) with Various Steel Fiber and Silica Fume Contents

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    An experimental work was carried out to investigate some mechanical properties of Reactive Powder Concrete (RPC) which are particularly required as input data for structural design. These properties include compressive strength, tensile strength (direct, splitting and flexural), flexural toughness, load-deflection capacity and static modulus of elasticity. The effects of three variable parameters on these properties were carefully studied which are, the silica fume content SF (0%, 10%, 15%, 20%, 25%, and 30%) as a partial replacement by weight of cement, hooked macro steel fibers volume fraction Vf (0%, 1%, 2% and 3%) and superplasticizertype(Sikament®-163N and PC200).The diameter of the steel fiber is 0.5mm and its length is 30mm with aspect ratio 60.The experimental results showed that as the silica fume content (SF) increases from 0% to 30% the compressive strength significantly increases, while the increase in tensile strength is relatively lower. The inclusion of steel fibers leads to a considerable increase intensile strength, while the addition of steel fibers causes a slight increase in compressive strength of RPC as fiber volume fraction increases from 0% to 3%.The increase in the steel fibers volume fraction and silica fume content improved the loaddeflection behavior and consequently gave higher ductility and fracture toughness of RPC

    Experimental Investigation of Composite Steel-Concrete Arches

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    This research is concerned with behavior of composite steel-concrete arches under static load. For this purpose, eight models of composite steel-concrete arches are fabricated as test specimens.According to their supporting systems, the eight fabricated specimens are equally divided into Hinge-Roller and Hinge-Hinge supported arches in which varied numbers of shear connectors are used to investigate the effects of support conditions and degree of shear connection on the behavior of the composite arches. The specimens are tested under monotonically increasing point load applied on their crowns (on the top of concrete slabs). The mechanical properties of the used materials are determined by laboratory tests. Push-out tests on three specimens, fabricated for this purpose, are also carried out to determine the properties of the stud shear connectors. It is concluded that increasing the number of connectors tends to increase the ultimate load capacity and decrease both displacement and slip in the composite arches. This trend is considerably satisfied when the horizontal movements of supports are constrained (Hinge-Hinge supported arches)

    Delaying surgery for patients with a previous SARS-CoV-2 infection

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    Preoperative nasopharyngeal swab testing and postoperative pulmonary complications in patients undergoing elective surgery during the SARS-CoV-2 pandemic.

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    BACKGROUND: Surgical services are preparing to scale up in areas affected by COVID-19. This study aimed to evaluate the association between preoperative SARS-CoV-2 testing and postoperative pulmonary complications in patients undergoing elective cancer surgery. METHODS: This international cohort study included adult patients undergoing elective surgery for cancer in areas affected by SARS-CoV-2 up to 19 April 2020. Patients suspected of SARS-CoV-2 infection before operation were excluded. The primary outcome measure was postoperative pulmonary complications at 30 days after surgery. Preoperative testing strategies were adjusted for confounding using mixed-effects models. RESULTS: Of 8784 patients (432 hospitals, 53 countries), 2303 patients (26.2 per cent) underwent preoperative testing: 1458 (16.6 per cent) had a swab test, 521 (5.9 per cent) CT only, and 324 (3.7 per cent) swab and CT. Pulmonary complications occurred in 3.9 per cent, whereas SARS-CoV-2 infection was confirmed in 2.6 per cent. After risk adjustment, having at least one negative preoperative nasopharyngeal swab test (adjusted odds ratio 0.68, 95 per cent confidence interval 0.68 to 0.98; P = 0.040) was associated with a lower rate of pulmonary complications. Swab testing was beneficial before major surgery and in areas with a high 14-day SARS-CoV-2 case notification rate, but not before minor surgery or in low-risk areas. To prevent one pulmonary complication, the number needed to swab test before major or minor surgery was 18 and 48 respectively in high-risk areas, and 73 and 387 in low-risk areas. CONCLUSION: Preoperative nasopharyngeal swab testing was beneficial before major surgery and in high SARS-CoV-2 risk areas. There was no proven benefit of swab testing before minor surgery in low-risk areas

    Elective Cancer Surgery in COVID-19–Free Surgical Pathways During the SARS-CoV-2 Pandemic: An International, Multicenter, Comparative Cohort Study

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