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961.
    
Steel Fibre Concrete for Precast Tunnel Segments The aim of these studies was to evaluate on precast tunnel segments the possibility of partially or totally replacing the usual steel reinforcing bars with steel fibres in a complex static system. In a first step, tests were carried out on connecting joints between precast segments and in a second step on whole tunnel segments coming from the precasting site of the Oenzberg tunnel (Swiss Railways, Berne–Zurich). They are 5.42 m long, have a width of 0.85 m and are 0.30 m thick. The segments were placed horizontally under a double hydraulic jack testing installation in the EIA‐FR structure laboratory. The double hydraulic jack introduced vertical forces while normal forces were produced by two metal pull‐rods simulating an arch‐effect. These experimental studies on connecting joints and on precast tunnel segments show good behaviour on the part of steel fibre reinforced concrete under such combined loads. This study highlights the major impact of compression forces in the bent section. Therefore, fibre reinforced concrete appears particularly well‐adapted for precast tunnel segments subjected to high compression loads. However, these studies also indicate the inadvisability of totally renouncing the use of conventional reinforcement in case of large tunnel segments.  相似文献   
962.
Innovative concrete cover – chemical-physical and mechanical basis The chemical, physical and mechanical requirements for the concrete cover are discussed on the basis of an experimental analysis of different mortar mixtures. The purpose of a functioning concrete cover is the protection of the reinforcement underneath on the one hand and guaranteeing the bond between concrete and steel on the other hand. Various concrete mixtures with and without surface coatings have been analyzed with regard to their permeability behaviour by exposing them to concentrated NaCl dilutions. Samples of real concrete cover measures from building and bridge constructions have been acquired, analyzed statistically and compared to the specified nominal values. The essential conclusions for the construction practice are drawn on the basis of these results.  相似文献   
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Designing the Shear Interface in RC Members with Supplementary Concrete Layers. Comparative Evaluation of Current Design Approaches The combination of concretes cast at different times is a common task in daily engineering practice, concerning pre‐cast elements with concrete toppings as well as strengthening existing structures with new concrete overlays. This article depicts the assumptions and models which current design approaches for interface shear transfer are based on. Especially the contribution of bonding between old and new concrete is not taken into account in a consistent way. Assuming that some kind of contamination like a dust layer on the interface leads to a weaker bonding, more reinforcement crossing the interface is required in order to provide structural safety. On the other hand a thoroughly prepared interface allows for a reduction of the required reinforcement ratio. Design approaches as per European Standard EN 1992‐1‐1 (12.2004 + update 2008), German Codes (DIN 1045‐1 (07.2001 + corrections 1 + 2); DIN 1045‐1 (Revision 2008)) and US Specifications (ACI 318‐02; AASHTO LRFD Specifications) require thoroughly prepared surfaces for safe design. The design approach of the Austrian Standard ÖNORM B 4700 (06.2001) takes into account a possible weakening of the bonding effect due to unfavourable conditions on the site (which to some extent also applies to the rules given in ACI 318‐02). The consequences of these different assumptions on the design results are demonstrated by means of design examples. Advantages and disadvantages of the different concepts are evaluated in concluding remarks.  相似文献   
968.
    
Reliability Assessment of Eccentric loaded Columns The resistance of eccentrically loaded columns whose cross sections are loaded by a combination of bending couple and normal forces is characterized by a mutual relation between the axial force N and the moment M. The aim of the examination on hand was to verify the partially closed solutions for known eccentricities e. Since in practical design interaction diagrams based on these solution formats are frequently used and since new approaches of the nonlinear calculations are recently established in the Eurocode 2, in the opinion of the authors the necessity was given to this examination.  相似文献   
969.
Incorporation of condensers treated with hydrophobic modifiers that promote the efficient dropwise condensation mode can significantly enhance the performance of power generation and desalination plants. However, this approach is not used in industry because of low thermal conductivity and limited durability of the thin hydrophobic coatings. Here, it is argued that metal matrix hydrophobic nanoparticle composites can be a robust and high thermal conductivity alternative to hydrophobic polymeric and ceramic thin films. By characterizing condensation on a wide range of mimicked composite surfaces, it is demonstrated that to promote dropwise condensation the filler nanoparticles must have size and spacing significantly smaller than the few micrometer average center‐to‐center separation distance between closest neighboring droplets prior to onset of the coalescence dominated growth stage. Furthermore, the nanoparticle density does not have to be high enough to make the surface hydrophobic, but only sufficiently high to reduce the contact angle hysteresis, and with that pinning of droplets during coalescence and gravity assisted shedding. Using experimental results in conjunction with condensation models, it is estimated that a substantial heat transfer enhancement can be achieved via promotion of sustained dropwise mode even by using copper and aluminum matrix composites fully loaded with polytetrafluoroethylene nanoparticles if the film thickness is below ≈0.5 mm.  相似文献   
970.
    
The core–shell structure in oriented cylindrical rods of polypropylene (PP) and nanoclay composites (NCs) from PP and montmorillonite (MMT) is studied by microbeam small-angle x-ray scattering (SAXS). The structure of neat PP is almost homogeneous across the rod showing regular semicrystalline stacks. In the NCs the discrete SAXS of arranged crystalline PP domains is limited to a skin zone of 300 μm thickness. Even there only frozen-in primary lamellae are detected. The core of the NCs is dominated by diffuse scattering from crystalline domains placed at random. The SAXS of the MMT flakes exhibits a complex skin–core gradient. Both the direction of the symmetry axis and the apparent perfection of flake-orientation are varying. Thus there is no local fiber symmetry, and the structure gradient cannot be reconstructed from a scan across the full rod. To overcome the problem the rods are machined. Scans across the residual webs are performed. For the first time webs have been carved out in two principal directions. Comparison of the corresponding two sets of SAXS patterns demonstrates the complexity of the MMT orientation. Close to the surface (< 1 mm) the flakes cling to the wall. The variation of the orientation distribution widths indicates the presence of both MMT flakes and grains. The grains have not been oriented in the flowing melt. An empirical equation is presented which describes the variation from skin to core of one component of the inclination angle of flake-shaped phyllosilicate filler particles.  相似文献   
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