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Wyniki wyszukiwania dla: FRP COMPOSITE FOOTBRIDGES

  • Modern GFRP Composite Footbridges

    Publikacja

    Application of GFRP composites in civil engineering is still not large but already noticeable. Advantages of this material, such as: low volume weight, relatively high stiffness and strength, well fatigue resistance, easiness in shaping, high material damping and high environmental resistance, make it attractive for bridge and in particular foot-bridge designers. It is estimated that nowadays in the world there are realized hundreds...

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  • On geometrically non-linear FEA of laminated FRP composite panels

    Publikacja

    - Rok 2014

    The paper presents a state-of-art review on Finite Element Analysis (FEA) of geometrically non-linear problems for laminated composite plates and shells made as fibre reinforced polymer (FRP) laminates. Besides a subjective overview of the historical development of geometrically non-linear FEA of laminated FRP composite panels, some remarks on possible future issues in this research area are given

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  • Short and Long Term Measurements in Assessment of FRP Composite Footbridge Behavior

    The paper presents application of different sensors for the purpose of short and long term measurements, as well as a structural health monitoring (SHM) system to assess the behavior of a novel fiber reinforced plastics (FRP) composite footbridge. The aim is to present a thorough and concise description of these sensors networks and results gathered with their aid during in situ measurement of strains, displacements, and vibrations,...

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  • Load capacity and serviceability conditions for footbridges made of fibre-reinforced polymer laminates = Warunki nośności i użytkowalności w odniesieniu do kładek z laminatów polimerowych

    Publikacja

    The contribution is focused on derivation of the Ultimate Limit State (ULS) and Serviceability Limit State (SLS) design criteria for footbridges built of fibre-reinforced polymer matrix (FRP) laminates. The ULS design criterion is based on the design guidelines for above-ground, pressure, FRP composite tanks and the Tsai-Wu failure criterion, which is used to predict the onset of FRP laminates damage. The SLS criterion is based...

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  • Application of foam made of post-consumer pet materials for the construction of footbridges

    Publikacja

    The article presents the possibility of application in civil engineering of highly ecological PET foam, manufactured from 100% recycled plastic packaging. It may find uses in construction of numerous engineering structures, such as pedestrian and cycle footbridges. Properly processed waste from post-consumer PET packaging may constitute a quality structural core for use in multilayered composite materials, commonly referred to...

  • The use of fibre-reinforced polymers (FRP) in bridges as a favourable solution for the environment

    The purpose of this article is to show the modern engineering, in which sustainability and taking care of ecology play a significant role. The authors are focused on FRP composite materials and their applications in civil engineering. Case studies showing renovation and design of new bridges with the use of FRP are presented and discussed to clarify benefits, which this solution provides. Main advantages of FRP materials in comparison...

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  • Some kind of joints in composite polymer bridges

    Publikacja

    Contemporary, polymer composites bridge structures are of two types: truss or arch structures(with many joints along the length) and beam structures with limited number of joints. Both of them have special types of composite polymer decks. An ideal solution is to join advantages of two types of structuresdescribed below and create long span FRP beam bridge structure system using joints along the length. Theproblem is to find the...

  • Design and numerical testing of 5-box gfrp shell footbridge

    Publikacja

    - Rok 2014

    The paper formulates new design conditions for composite footbridges, taking into account the material and structural specificity of these objects, i.e. the strength condition, the serviceability condition and the frequency condition. A GFRP composite footbridge labelled with CFB2 code has been designed, with the original superstructure in the form of an opened-closed 5-box girder. The foot and cycle track bridge is simply supported,...

  • Load Testing of GFRP Composite U-Shape Footbridge

    The paper presents the scope of load tests carried out on an innovative shell composite footbridge. The tested footbridge was manufactured in one production cycle and has no components made from materials other than GFRP laminates and PET foam. The load tests, performed on a 14-m long structure, were the final stage of a research program in the Fobridge project carried out in cooperation with: Gdańsk University of Technology (leader),...

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  • CFFT columns in road through railroad crossings

    Publikacja

    There were 12801 road through railroad one-level crossings in Poland in 2018. 215 accidents happened at them in 2018. In order to increase safety in rail and road traffic two-level crossings should be used. They are definitely safer and make the traffic more smooth. In the design and construction of two-level intersections of railway and road or path columns of circular cross-section are often used. They can be successfully replaced...

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  • Analiza drgań kładki kompozytowej wywołanych działaniem wiatru

    W pracy omówiono sposób przeprowadzenia uproszczonej, numerycznej analizy drgań kładki kompozytowej wywołanych działaniem wiatru. Rozważaniom poddano swobodnie podpartą konstrukcję o rozpiętości 16 m i przekroju w kształcie litery U. W pierwszej kolejności przeprowadzono dwuwymiarową analizę opływu niepodatnego kształtu przekroju kładki w poziomym strumieniu wiatru o prędkości 10 m/s. Obliczenia numeryczne przeprowadzono programem...

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  • Footbridges. Dynamic Design – Selected Problems

    Publikacja

    Modern footbridges create challenge in esthetic and structural design. Breaking the proven canons is a recipe for architectural success. However esthetic form has to be also a functional pedestrian bridge. Therefore a good FEM modeling is a key element in engineering part of design. The paper presents selected problems related to the modeling of the dynamic construction of footbridges. Several basic dynamic problems concerning...

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  • Pedestrian on footbridges, vertical loads and response

    Publikacja

    - Rok 2008

    The paper is a synthesis of the experimental and theoretical investigations on dynamics of pedestrian bridges under vertical load The subject is divided into four issues.1) The pedestrian as a vertical dynamic load on footbridges, theoretic load function for walking and crouching.2) Crowd walking on the footbridge - pedestrian flow.3) Vertical lock-in effect.4) Response of the footbridge - numeric and side test results, -...

  • Estimation of the Ultimate Strength of FRP Strips-to-Masonry Substrates Bond

    Publikacja

    - Applied Sciences-Basel - Rok 2023

    Fiber-Reinforced Polymers (FRP) were developed as a new method over the past decades due to their many beneficial mechanical properties, and they are commonly applied to strengthen masonry structures. In this paper, the Artificial Neural Network (ANN), K-fold Cross-Validation (KFCV) technique, Multivariate Adaptive Regression Spline (MARS) method, and M5 Model Tree (M5MT) method were utilized to predict the ultimate strength of...

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  • A Proposed Soft Computing Model for Ultimate Strength Estimation of FRP-Confined Concrete Cylinders

    Publikacja

    - Applied Sciences-Basel - Rok 2020

    In this paper, the feed-forward backpropagation neural network (FFBPNN) is used to propose a new formulation for predicting the compressive strength of fiber-reinforced polymer (FRP)-confined concrete cylinders. A set of experimental data has been considered in the analysis. The data include information about the dimensions of the concrete cylinders (diameter, length) and the total thickness of FRP layers, unconfined ultimate concrete...

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  • Experimental and Numerical Study on Dynamics of Two Footbridges with Different Shapes of Girders

    The paper presents the experimental and numerical results of the dynamic system identification and verification of the behavior of two footbridges in Poland. The experimental part of the study involved vibration testing under different scenarios of human-induced load, impulse load, and excitations induced by vibration exciter. Based on the results obtained, the identification of dynamic parameters of the footbridges was performed...

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  • Footbridges, numerical aproach

    Publikacja

    - Rok 2009

    W artykule zamieszczono przegląd symulacji numerycznych kładek dla pieszych. Został on podzielony na trzy części(modele MES, obciążenie tłumem, odpowiedź mostu).

  • Concrete-filled FRP tubular members in marine and bridge structures

    Publikacja

    - Rok 2020

    Concrete core of the concrete-filled tubes (CFTs) with circular cross-section is in the case of an axial compression subjected to a spatial state of compressive stresses. This state leads to enhancement in the concrete strength. The enhancement is utilized in Eurocode 4 design procedures for CFSTs (i.e. CFTs with tube made of steel). The structural design of CFFTs (i.e. CFTs with tube made of Fibre Reinforced Polymer - FRP) is...

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  • A probabilistic description of footbridges vibration serviceability

    Publikacja

    - Rok 2009

    Rozważa się użytkowalność kładki dla pieszych ze względu na ich drgania. Imperfekcje ruchu pieszych są opisane zmianami kluczowych współczynników. Częstotliwość ruchu, długość kroku oraz amplituda siły modelującej pieszego są opisywane rozkładami prawdopodobieństwa. Stosuje się metodę Monte Carlo. Dane z symulacji probabilistycznych używa się do obliczeń numerycznych. Aby zredukować liczbę realizacji, przeprowadza się analizę zbieżności...

  • A probabilistic description of footbridges vibration serviceability

    Publikacja

    Rozważa się użytkowalność kładki dla pieszych ze względu na ich drgania. Imperfekcje ruchu pieszych są opisane zmianami współczynników tegoż ruchu. Bierze się pod uwagę rozkłady prawdopodobieństwa częstotliwości ruchu, długości kroku oraz amplitudy siły modelującej pieszego. Imperfekcje te znacznie wpływają na zachowanie konstrukcji. Stosuje się metodę Monte Carlo. Dane z symulacji probabilistycznych używa się do obliczeń numerycznych....

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  • Flexomagnetic response of buckled piezomagnetic composite nanoplates

    Publikacja

    In this paper, the equation governing the buckling of a magnetic composite plate under the influence of an in-plane one-dimensional magnetic field, assuming the concept of flexomagnetic and considering the resulting flexural force and moment, is investigated for the first time by different analytical boundary conditions. To determine the equation governing the stability of the plate, the nonlocal strain gradient theory has been...

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  • FRP-based reinforcement coatings of steel with application prospects in ships and offshore structures: a review

    Latest research on novel FRP-based anti-corrosion structural coatings (for enhancing structural capacity and strengthening the coating layer) is discussed with application prospects for ships and offshore structures. In the marine environment, structures constantly face corrosion and fatigue cracks. Combining this with high operational and wave loads, it might cause a structural collapse. Recently, polymer composites have been...

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  • Parametric optimization of sandwich composite footbridge with U-shaped cross-section

    Publikacja

    Parametric optimization of sandwich composite footbridge was presented in the paper. Composite footbridge has 14,5 m long and has U-shaped cross-section with inner dimensions 2,6 × 1,3 m. The sandwich structure in made from GFRP laminate as a faces and PET foam as a core. The aim of analysis was to minimize the mass of the new footbridge that can lead to minimize the cost of structure. After optimization was conducted, the new...

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  • Failure Analysis of footbridge made of composite materials

    Finite element method analysis of a pedestrian footbridge made of sandwich material is presented. The internal structure of the material is modelled as a structural shell assuming the Equivalent Single Layer approach (ESL). Two FEM commercial codes are employed. The response of the structure is studied in order to determine the load level that activates Hashin and Tsai-Wu failure criteria. Some practical aspects of designing footbridges...

  • Flexural behaviour of concrete slabs reinforced with FRP bars in experiments and according to aci ACI 440.1R guide

    The paper presents research conducted on two concrete slabs reinforced with the carbon composite bars and two other concrete slabs reinforced with basalt composite bars. The carbon bars were plain, while the basalt ones were ribbed. The slabs were experimentally investigated in the flexural state of effort with the concentrated forces applied. The results are compared with the analytical solution proposed in the guide ACI 440.1R-06...

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  • Experimental and Numerical Study on Mechanical Characteristics of Aluminum/Glass Fiber Composite Laminates

    Publikacja

    - MECHANICS OF COMPOSITE MATERIALS - Rok 2023

    The fiber-metal composites made of aluminum sheets and glass fibers reinforced with a polyester resin as the matrix were studied. The composites were prepared by hand lay-up method. Some aspects of manufacturing affecting the composite behavior were considered. In particular, the influences of the arrangement of layers and their number on the mechanical and physical properties of composites with ten different compositions were...

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  • Characterization of CaTi0.9Fe0.1O3/La0.98Mg0.02NbO4 composite

    A composite of CaTi0.9Fe0.1O3 and electrolyte material, i.e. magnesium doped La0.98Mg0.02NbO4 was prepared and studied. The phase content and the sample microstructure was examined by an X-ray diffraction method and scanning electron microscopy. EDS measurements were done both for composite samples and the diffusion couple. The electrical properties were studied by four terminal DC method. The Ahigh-temperature interaction between...

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  • Sensitivity analysis of a composite footbridge

    Publikacja

    - Rok 2014

    This work include an example of sensitivity analysis for the design of a composite footbridge. A sandwich structure is used, consisting two high-strength skins separated by a core material. The analysis was conducted for two numerical models. The first one is a simple, single-span beam of a composite cross-section (laminate and foam), with different Young’s modulus for each material. Calculations were made by means of a MATLAB-based...

  • Structural Dynamics and Stability of Composite Structures

    Publikacja

    - Advances in Materials Science and Engineering - Rok 2016

    This an editorial for a special Issue devoted to the application of dynamic and stability analysis of composite structures. In structural applications, past few decades have seen outstanding advances in the use of composite materials including Functionally Graded Materials (FGM). Most structures, whether they are used in civil, marine, or aerospace engineering, are subjected to dynamic loads during their operation.Therefore, dynamic...

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  • Quantitative Storytelling in the Making of a Composite Indicator

    Publikacja

    - Social Indicators Research - Rok 2020

    The reasons for and against composite indicators are briefly reviewed, as well as the available theories for their construction. After noting the strong normative dimension of these measures—which ultimately aim to ‘tell a story’, e.g. to promote the social discovery of a particular phenomenon, we inquire whether a less partisan use of a composite indicator can be proposed by allowing more latitude in the framing of its construction....

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  • Multiparameter sensitivity analysis of a GFRP composite footbridge of a sandwich structure and U-shaped cross-section

    Publikacja

    The paper deals with multiparameter sensitivity analysis of a composite footbridge. A shell‐like structure is 14.5 m long shows U‐shaped cross‐section and inner service dimensions 1.3 × 2.5 m. Glass fiber reinforced polymer GFRP laminate constitutes faces of a sandwich structure while PET foam received from recycled bottle builts a core. The structure was divided into 285 independent areas where the thickness of laminates and stiffness...

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  • Laminaty FRP w budownictwie - charakterystyka materiału i aspekty projektowania

    W artykule przedstawiono charakterystykę laminatów polimerowych wzmacnianych włóknami. W pierwszej części zaprezentowano teoretyczne modele materiałowe, podstawowe zależności naprężenie-odkształcenie włókien, matrycy oraz laminatu powstałego przez połączenie obydwu składników. Na tej podstawie sformułowano zalecenia dotyczące praktycznego wykorzystania laminatu w kontekście jego wytężenia w projektowaniu elementów konstrukcyjnych....

  • Mathematical modelling: Lessons from composite indicators

    Publikacja

    - Rok 2023

    We discuss here composite indicators as mathematical models, which can be looked at through the lenses of the five rules discussed in this volume. Composite indicators sit between analysis and advocacy, and their use has social and political implications. For this reason, the lenses of the manifesto can be used to build them better, to make them more transparent, as well as to inspect incumbent indicators for methodological or...

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  • Doraźna nośność słupów o przekroju kołowym z rur FRP wypełnionych betonem Badania, teoria, obliczanie

    Publikacja

    - Rok 2019

    Praca ma charakter monografii opisującej aktualny stan wiedzy z zakresu badań, teorii i projektowania słupów CFFT (concrete-filled fiber-reinforced polymer tube). Celem prowadzonych przez autora prac studialnych i badań własnych, w tym eksperymentalnych, jest szczegółowa analiza doraźnej nośności i zachowania się słupów CFFT poddanych ściskaniu osiowemu i mimośrodowemu. W pierwszym rozdziale wyjaśniono motywację autora do podjęcia...

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  • Properties of Composite Oxide Layers on The Ti13Nb13Zr Alloy

    Publikacja

    The development of composite oxide layers on the Ti13Nb13Zr alloy, their structure and properties have been demonstrated. Two subsequent methods were applied to prepare the composite layers. During the first stage gas oxidation produced a solid oxide layer, and subsequently oxide nanotubes were produced by using an electrochemical method. Scanning electron microscopy (SEM), chemical analysis, energy dispersive X-ray spectroscopy...

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  • Increasing the lifetime of engineering structures through the use of composite laggings

    Publikacja

    The use of composite laggings prevents concrete (chemical and biological) corrosion. Columns coated with composite or reinforced composite are more resistant to negative environmental impact on concrete or steel. The mechanical properties of the reinforced casing also cause that these types of columns are more resistant to lateral forces. The applied casing limits carbonization of concrete and cyclical freezing and thawing with...

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  • Numerical simulation of laminate composite specimens failure

    Publikacja

    - Rok 2014

    This work presents some numerical results concerning simulation of failure of laminate composite specimens. In the article two tests to determine ultimate strength in an orthotropic layer, are considered: tension (TT1) and compression (TC1) test. The outcome is compared with experimental data provided by [9,10].

  • Contribution to the capacity analysis of the classic composite girder of Möller

    The analysis (brief history, experiments, numerical method) of the classic composite girder of Moller has been presented.

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  • Mechanical Properties of a Dike Formed from a Soil-ash Composite

    Publikacja

    The paper presents the research results on application of composite soils for dike construction. The composite soil is produced by mixing bottom ash (by-product of energetics) with dredged material (sand) taken from the mouth of The Vistula river. The optimum composite for dike core was chosen with respect to mechanical parameters: high internal friction angle, good compaction and reduced hydraulic conductivity. The test dike was...

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  • Composite as a Material of the Future in the Era of Green Deal Implementation Strategies

    Publikacja

    - Processes - Rok 2021

    Composite materials have become synonymous with modernity, desired in nearly every aspect of our daily lives, from simple everyday objects to sanitary facilities, pipelines, the construction of modern sewer networks, their renovation, water supply, and storage reservoirs, to complex structures—automotive, planes, and space science. Composites have seen a considerable rise in attention owing to their characteristics, durability,...

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  • Effect of surface on the flexomagnetic response of ferroic composite nanostructures; nonlinear bending analysis

    Publikacja

    Our analysis incorporates the geometrically nonlinear bending of the Euler-Bernoulli ferromagnetic nanobeam accounting for a size-dependent model through assuming surface effects. In the framework of the flexomagnetic phenomenon, the large deflections are investigated referring to von-Kármán nonlinearity. Employing the nonlocal effects of stress coupled to the gradient of strain generates a scale-dependent Hookean stress-strain...

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  • Local buckling of composite channel columns

    The investigation concerns local buckling of compressed flanges of axially compressed composite channel columns. Cooperation of the member flange and web is taken into account here. The buckling mode of the member flange is defined by rotation angle a flange about the line of its connection with the web. The channel column under investigation is made of unidirectional fibre-reinforced laminate. Two approaches to member orthotropic...

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  • New light on the photocatalytic performance of NH4V4O10 and its composite with rGO

    Publikacja

    - Scientific Reports - Rok 2023

    Solar-driven photocatalysis has shown great potential as a sustainable wastewater treatment technology that utilizes clean solar energy for pollutant degradation. Consequently, much attention is being paid to the development of new, efficient and low-cost photocatalyst materials. In this study, we report the photocatalytic activity of NH4V4O10 (NVO) and its composite with rGO (NVO/rGO). Samples were synthesized via a facile one-pot...

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  • The use of GFRP tubes as load-bearing jackets in concrete-composite columns

    Publikacja

    The paper presents the fields of applications of polymer composites in building structures. The use of composite glass fibre tubes is discussed in more detail. The laboratory methods used to test the mechanical properties of these pipes are presented. An original research program is presented, including six concrete-filled glass fibre tubes. The cylinders and columns made in this way were tested for their axial load capacity. Conclusions...

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  • Mathematical analysis of transformer insulation state by means of composite indicator

    Publikacja

    - Przegląd Elektrotechniczny - Rok 2013

    The paper is presenting mathematical model – composite indicator (CI), which was utilized on insulating state of distribution transformer to analyze and sensibility of individual measurements methods mutual comparison. We can uniquely determine importance of these measurements methods with this mathematical apparatus in these measurements methods in insulating state of transformers.

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  • A New Microwave Ceramic – Polymer Composite with 0-3 Connectivity

    Goal of the present research was to fabricate and study two-phase BiNbO4//PVDF composites with 0-3 connectivity. Such composite consists of there-dimensionally connected polymer matrix loaded with dielectric ceramic particles. In the present case BiNbO4 powder acted as an active phase (dispersed phase) whereas polyvinylidene fluoride (PVDF) acted as a non-active (passive) phase (matrix). BiNbO4//PVDF composites with the volume...

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  • Optimized Computational Intelligence Model for Estimating the Flexural Behavior of Composite Shear Walls

    Publikacja

    - Buildings - Rok 2023

    This article presents a novel approach to estimate the flexural capacity of reinforced concrete-filled composite plate shear walls using an optimized computational intelligence model. The proposed model was developed and validated based on 47 laboratory data points and the Transit Search (TS) optimization algorithm. Using 80% of the experimental dataset, the optimized model was selected by determining the unknown coefficients of...

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  • Composite sandwich footbridge - measured dynamic response vs. FEA

    The paper describes a process of in situ dynamic tests of a composite sandwich footbridge before its accepta-tion for exploitation in real traffic conditions. It is only a part of a big research task that includes design, manufacture and introduce practical application of the bridge. The in situ measured natural modes and fre-quencies are compared with numerically determined ones. Finite element analysis is established to estimate...

  • Pervaporation Zeolite-Based Composite Membranes for Solvent Separations

    Publikacja

    - MOLECULES - Rok 2021

    Thanks to their well-defined molecular sieving and stability, zeolites have been proposed in selective membrane separations, such as gas separation and pervaporation. For instance, the incorporation of zeolites into polymer phases to generate composite (or mixed matrix) membranes revealed important advances in pervaporation. Therefore, the goal of this review is to compile and elucidate the latest advances (over the last 2-3 years)...

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  • Load introduction to composite columns revisited—Significance of force allocation and shear connection stiffness

    Publikacja

    - ENGINEERING STRUCTURES - Rok 2023

    The AISC 360-16 Specification recommends that the design shear force between parts of a composite column in the load introduction area shall be calculated based on the force allocation at ultimate limit state. Applicability of this straightforward method to the load levels that usually arise in slender composite columns is questionable, as this capacity-based force allocation is only true when the axial force is equal to the plastic...

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