Wyniki wyszukiwania dla: LEUTNER SHEAR TEST - MOST Wiedzy

Wyszukiwarka

Wyniki wyszukiwania dla: LEUTNER SHEAR TEST

Filtry

wszystkich: 3171
wybranych: 2076

wyczyść wszystkie filtry


Filtry wybranego katalogu

  • Kategoria

  • Rok

  • Opcje

wyczyść Filtry wybranego katalogu niedostępne

Wyniki wyszukiwania dla: LEUTNER SHEAR TEST

  • Shear band evolution phenomena in direct shear test modelled with DEM.

    Publikacja

    A direct shear test is widely used in the geotechnical engineering field. It is an easy and quick test to measure the shear properties of soil. This test often replaces more expensive and difficult tri-axial shear test. Despite that the direct shear test is known and used for a long time, it is still not well investigated at the grain scale. This paper deals with the micro behaviour of the cohesionless sand inside the direct shear...

    Pełny tekst do pobrania w portalu

  • FE-simulations of a direct and a true simple shear test

    Porównano dwa aparaty ścinania: aparat bezpośredniego ścinania i aparat prostego ścinania. Analizy pola naprężeń i odkształceń dokonano stosując metodę elementów skończonych i mikropolarne prawo hypoplastyczne. Analiza ta pokazała, że pole naprężeń i odkształceń jest niejednorodne w obu aparatach, szczególnie w aparacie bezpośredniego ścinania.

  • FE-simulations of a direct wall shear box test.

    Publikacja

    - Rok 2004

    W artykule przedstawiono wyniki numerycznej anlizy lokalizacji odkształceń stycznych w materiałach granulowanych podczas bezposredniego ścinania przy ścianie. Obliczenia przeprowadzono z mikropolarnym modelem hipoplastycznym. Obliczenia wykonano w płaskim stanie odkształcenia stosując metodę elementów skończonych. Wyniki numeryczne porównano z wynikami doświadczalnymi.

  • Design of poroelastic wearing course with the use of direct shear test

    Poroelastic Road Surfaces (PERS) are characterized by porous structure with at least 20% of air void content and stiffness almost 10 times lower than typical asphalt course. Such properties enable noise reduction up to 12 dB in comparison to SMA 11 mixture. However, the main disadvantage of previously used poroelastic mixtures, based on resin type binders, was their low durability, which resulted in raveling and delamination from...

    Pełny tekst do pobrania w portalu

  • Development and application of asphalt binder relaxation test in different dynamic shear rheometers

    Publikacja
    • J. Büchner
    • D. Ryś
    • S. Trifunović
    • M. P. Wistuba

    - CONSTRUCTION AND BUILDING MATERIALS - Rok 2023

    In this study, a novel relaxation test is proposed to evaluate asphalt binder low temperature properties using a Dynamic Shear Rheometer (DSR) with parallel plates of 4 mm in diameter. Three rheometers from three different manufacturers are used to analyze seven asphalt binders. Different material parameters are derived which are useful to evaluate and discriminate different asphalt binders. Test results of all three instruments...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • The Use of Direct Shear Test for Optimization of Interlayer Bonding Under a Poroelastic Layer

    Poroelastic Road Surfaces (PERS) are characterised by porous structure with air void content of 20% or higher and stiffness almost 10 times lower than that of a standard asphalt course. Such properties enable noise reduction by up to 12 dB in comparison to SMA 11 mixture. However, the disadvantage of a poroelastic pavement is its low durability, which partially results from delamination from the lower layer. The paper aims to investigate...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Corrugated Sheeting as a Member of a Shear Panel Under Repeated Load—Experimental Test

    Publikacja

    In stressed-skin design, the cladding stiffening effect on structures is taken into account. However, the “traditional” design is more usual, wherein this effect is neglected. Even if the diaphragm actions are not regarded, in particular cases such as big sheds (and others), the parasitic (unwanted) stressed-skin action may occur with the result of leakage or even failure. The structures of this kind have already been built. Thus,...

    Pełny tekst do pobrania w portalu

  • FE-simulations of a direct and a true simple shear test within a polar hypoplasticity

    Publikacja

    - Rok 2005

    W artykule przedstawiono wyniki numerycznej analizy testu bezpośredniego ścinania i testu prostego ścinania w materiałach granulowanych. Obliczenia wykonano stosując metodę elementów skończonych i mikropolarne hipoplastyczne prawo konstytutywne. W analizie uwzględniono lokalizację odkształceń stycznych.

  • Discrete modelling results of a direct shear test for granular materials versus FE results

    Publikacja

    Artykuł porównuje wyniki DEM i MES dla testu bezpośredniego ścinania materiałów granulowanych. Obliczenia MES wykonano przy zastosowaniu mikropolarnego modelu hipoplastycznego. W obliczeniach DEM z kulami i momentami kontaktu zwrócono uwagę na zjawiska mikrostrukturalne w strefie ścinania na poziomie ziaren.

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Report no: WOiO /II/46/2015 - Construction node verification test, estimation of breaking load (shear force) and destruction form

    Publikacja

    - Rok 2015

    A new generation of tanks for LNG transportation has been designed. Mass reduction forced our customer to use three different materials: austenitic steel, aluminium alloy and LNG compressed wood between them. The expertise concerns structural node between tank foundation and suspension. Expertise contains: description of object of test, test principals, results and conclusions

  • Influence of compaction effectiveness on interlayer bonding of asphalt layers

    Publikacja

    - Rok 2014

    The paper presents the results of research on the interlayer bonding of asphalt layers compacted in the laboratory and in the field. To measure the interlayer bonding at a temperature of 20°C the Leutner test apparatus was used and load was applied at a rate of 50 mm/minute. Three types of interlayer interfaces were tested: no tack coat and tack coats made of two types of the pure bitumen emulsions. Four compaction techniques were...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Opracowanie procedury i badania wytrzymałościowe połączeń spawanych pomiędzy rurą kwadratowa a elementami giętymi na zimno ze stali S355 oraz testowanie połączeń o grubości 4, 6, 8mm typu S355

    Publikacja

    - Rok 2018

    Celem pracy było: - opracowanie procedury badania wytrzymałości połączeń spawanych rozciąganych w kierunku prostopadłym i w kierunku równoległym (ścinanych) do osi spoiny. Spoiny te łączyły elementy rur kwadratowych o różnej grubości z elementami w kształcie ceownika giętymi na zimno. - wykonanie próbek do badań wytrzymałościowych wyciętych z elementów spawanych dostarczonych przez Zakład Produkcyjny firmy Borga obciążonych prostopadle...

  • Parametry mechaniczne platformy roboczej na podstawie badań DMT

    Nośność platformy roboczej określana jest w sposób analogiczny do nośności podłoża uwarstwionego, w którym warstwa wierzchnia zbudowana z gruntu niespoistego spoczywa na słabonośnym podłożu z gruntu spoistego. Badanie DMT wykorzystano do wyznaczenia parametrów wytrzymałościowych podłoża (kąta tarcia wewnętrznego warstwy górnej i wytrzymałości na ścinanie bez odpływu podłoża słabonośnego) oraz do wyznaczenia modułu odkształcenia...

    Pełny tekst do pobrania w portalu

  • Wpływ ukształtowania zbrojenia na zarysowanie i nośność żelbetowego węzła tarczowego ze wspornikiem

    Publikacja

    - Rok 2023

    Praca ma charakter eksperymentalno-teoretyczny i dotyczy zagadnień związanych z żelbetowymi tarczami pracującymi w przestrzennym układzie konstrukcji budynków. Celem niniejszej dysertacji było określenie wpływu głównych parametrów jakimi są sposób ukształtowania zbrojenia i smukłość ścinania na zarysowanie i nośność żelbetowego przestrzennego węzła tarczowego ze wspornikiem. Na podstawie aktualnego stanu wiedzy, opracowano program...

    Pełny tekst do pobrania w portalu

  • Verification of punching shear outside the shear cap by the direct method

    The proposition of a method to verify the punching resistance for very large supports based on the EN 1992-1-1 standard is described in this paper. The present standard guidelines for the calculation of the punching resistance for large supports are also summarised. The proposed direct method is compared with other standard methods using an example taken from design practice. This method consists of a direct check of the shear...

    Pełny tekst do pobrania w portalu

  • Influence of the Shear Cap Size and Stiffness on the Distribution of Shear Forces in Flat Slabs

    Publikacja

    The scope of this paper is to investigate analytically and numerically the influence of shear cap size and stiffness on the distribution of shear forces in flat slabs in a slab–column-connections-reinforced concrete structure. The effect of support (shear cap) stiffness on the calculation of the length of the shear control perimeter according to the available methods is presented. Based on the analysis, the authors indicate in...

    Pełny tekst do pobrania w portalu

  • Test PDF

    Publikacja
    • Ł. Pilorz

    - Rok 2018

    Test PDF

  • The Influence of Shear Deformation in analysis of plane frames

    Publikacja

    - Rok 2011

    The focus of the paper is to investigate the influence of shear deformation effect on the distribution of internal forces and frame deformation. To estimate shear deformation effect, the Timoshenko beam theory and the concept of shear deformation coefficients are used. Analysis of example frames gives the possibility to evaluate what have the most impact on size of shear deformation and in which type of frames the shear deformation...

  • Shaft friction from the DMT and direct shear interface tests

    Publikacja

    The article presents preliminary attempt to create tri-linear transfer curves for describing pile behaviour under axial loading. Transfer curves would use the parameter measured in dilatometer test, particularly a constrained modulus MDMT. The proposed method is based on concrete rough and smooth interface tests performed in a direct shear apparatus. Based on the obtained mobilization curves, relationships were created between...

  • Shear resistance of low height precast concrete lintels

    The scope of the paper is to investigate analytically and determine experimentally the shear resistance of low height reinforced precast concrete lintels. The chosen procedures included in national and international standards applied for the design of structural concrete elements to an estimation of shear behaviour of reinforced concrete elements are described. The characteristic and designed shear strength of precast concrete...

    Pełny tekst do pobrania w portalu

  • Characterization of the Functionally Graded Shear Modulus of a Half-Space

    Publikacja

    - Mathematics - Rok 2020

    In this article, a method is proposed for determining parameters of the exponentialy varying shear modulus of a functionally graded half-space. The method is based on the analytical solution of the problem of pure shear of an elastic functionally graded half-space by a strip punch. The half-space has the depth-wise exponential variation of its shear modulus, whose parameters are to be determined. The problem is reduced to an integral...

    Pełny tekst do pobrania w portalu

  • Determination of Changes in Viscosity of Hydrogel Depending on Shear Rates

    Publikacja

    The datasets entitled Determination of changes in viscosity of hydrogel depending on shear rate contain the results of viscosity measurements using a Brookfield viscometer, with different kinds of spindles and shear rates. The data allowed the used hydrogel preparations to be characterised and their functional parameters, as substances modifying the rheology of thickeners and determining the effect of shear rate on the viscosity...

    Pełny tekst do pobrania w portalu

  • Experimental and analytical analysis of punching shear in flat slabs supported on column topped with concrete head

    An experimental laboraatory test of the two series of slab-column elements topped with drop panels of varying sizes is described in this paper. The scope of the paper is to investigate the influence of the drop panel size and stiffness on the behaviour of the connection between the flat slab and the column topped by the concrete head. The impact of the head size and stiffness is analysed analytically and experimentally. The experimental...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Identification of Shear Modulus Parameters of Half-space Inhomogeneous by Depth

    Publikacja

    - AIP Conference Proceedings - Rok 2019

    The paper propose a method for determining of the parameters of the exponential shear modulus of a functionally graded half-space based on the solution of the problem of a pure shear of an elastic functionally graded half-space by a strip punch. The solution of the integral equation of the contact problem is constructed by asymptotic methods with respect to the dimensionless parameter. The dependence of contact stresses on the...

    Pełny tekst do pobrania w portalu

  • Analyses of Shear Angle in Orthogonal Cutting of Pine Wood

    Publikacja

    The determination of energy effects for wood machining processes, such as cutting power and cutting forces, is very useful in designing of manufacture process of wooden products. A more accurate prediction of cutting forces requires a correct determination of the shear angle value, which can be determined using various models. In this article, shear angle values for an orthogonal linear cutting process of pine wood are determined. The...

    Pełny tekst do pobrania w portalu

  • Acoustic Heating Produced in the Thermoviscous Flow of a Shear-Thinning Fluid

    Publikacja

    This study is devoted to the instantaneous acoustic heating of a shear-thinningfluid. Apparent viscosity of a shear-thinning fluid depends on the shear rate. Thatfeature distinguishes it from a viscous Newtonian fluid. The special linear combi-nation of conservation equations in the differential form makes it possible to derivedynamic equations governing both the sound and non-wave entropy mode inducedin the field of sound. These...

    Pełny tekst do pobrania w portalu

  • Temperature influences on shear stability of a nanosize plate with piezoelectricity effect

    Purpose The purpose of this paper is to predict the mechanical behavior of a piezoelectric nanoplate under shear stability by taking electric voltage into account in thermal environment. Design/methodology/approach Simplified first-order shear deformation theory has been used as a displacement field. Modified couple stress theory has been applied for considering small-size effects. An analytical solution has been taken into account...

    Pełny tekst do pobrania w portalu

  • A study on transverse shear correction for laminated sandwich panels

    Publikacja

    - Rok 2018

    The paper presents a study on an application of the First Order Shear Deformation Theory in a linear static analysis of elastic sandwich panels. A special attention has been given to the issue of the transverse shear correction. Two benchmark examples of sandwich plate problems with known reference solutions have been selected for a comparative analysis performed with own Finite Element codes. Interesting results allowed for drawing...

  • Comparison of the impact test and the harmonic test in measurements of natural resonant frequencies of circular saw blades

    In this paper results of measurements of natural resonant frequencies of circular saw blades with the impact test and the harmonic test are presented. Comparison of these two methods revealed that during testing of circular saw blades, in which bodies the open and closed notches (cuts) for cleaning of knives are present, with the harmonic test method it has been observed appearing of quasi-twin resonant frequencies, whereas the...

    Pełny tekst do pobrania w portalu

  • Quality of Test Specification by Application of Patterns

    Publikacja

    - Rok 2008

    Embedded system and software testing requires sophisticated methods, which are nowadays frequently supported by application of test patterns. This eases the test development process and contributes to the reusability and maintainability of the test specification. However, it does not guarantee the proper level of quality and test coverage in d ifferent dimensions of the test specification. In this paper the quality of the test...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Performance Evaluation of Asphalt Binder Modified with Shear Thickening Fluid

    Publikacja
    • T. Hassan
    • N. Ahmad
    • D. Khan
    • M. R. Mohd Hasan
    • A. Aman
    • U. Farooq

    - JOURNAL OF MATERIALS IN CIVIL ENGINEERING - Rok 2023

    This paper aims at using a dilatant or shear thickening fluid (STF) [a non-Newtonian fluid consisting of particles of nano-silica suspended in a liquid medium, i.e., ethylene glycol (EG), which acts as a carrier fluid; proportion 40:60] as additive or modifier of bitumen in order to enhance its viscoelastic properties. A commonly-used performance grading (PG) system, storage stability test, and different conventional and rheological...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Interlaboratory Test to Characterize the Cyclic Behavior of Bituminous Interlayers: An Overview of Testing Equipment and Protocols

    Publikacja
    • F. Canestrari
    • T. Attia
    • H. Di Benedetto
    • A. Graziani
    • P. Jaskuła
    • Y. R. Kim
    • M. Maliszewski
    • J. C. Pais
    • C. Petit
    • C. Raab... i 5 innych

    - Rok 2020

    The performance assessment of multi-layered pavements strongly depends on the mechanical behavior of the interface between bituminous layers. So far, comprehensive studies have been carried out mainly using quasi-static laboratory tests focusing on the interlayer shear strength at failure. However, it is generally recognized that cyclic shear testing will lead to the determination of parameters which are more closely linked to...

    Pełny tekst do pobrania w portalu

  • Test Design Patterns for Embedded Systems,

    Publikacja
    • J. Zander
    • A. M. Perez
    • I. Schieferdecker
    • Z. R. Dai

    - Rok 2007

    Test suites for embedded systems are typically created from scratch using dif- ferent, often inadequate methods. In consequence, industry branches dealing with software-intensive embedded systems have to cope with quality problems, even though test processes are particularly time-consuming and costly. Based on an evolving model-based testing methodology we introduce test design patterns for simplifying and accelerating...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Interlaboratory Test to Characterize the Cyclic Behavior of Bituminous Interlayers: An Overview of Testing Equipment and Protocols

    Publikacja
    • P. Jaskuła
    • D. Ryś
    • F. Canestrari
    • T. Attia
    • H. Di Benedetto
    • A. Graziani
    • Y. R. Kim
    • M. Maliszewski
    • J. C. Pais
    • C. Petit... i 5 innych

    - Rok 2022

    The performance assessment of multi-layered pavements strongly depends on the mechanical behavior of the interface between bituminous layers. So far, comprehensive studies have been carried out mainly using quasi-static laboratory tests focusing on the interlayer shear strength at failure. However, it is generally recognized that cyclic shear testing will lead to the determination of parameters which are more closely linked to...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Electro-mechanical shear buckling of piezoelectric nanoplate using modified couple stress theory based on simplified first order shear deformation theory

    Publikacja

    This paper studies the electro-mechanical shear buckling analysis of piezoelectric nanoplate using modified couple stress theory with various boundary conditions.In order to be taken electric effects into account, an external electric voltage is applied on the piezoelectric nanoplate. The simplified first order shear deformation theory (S-FSDT) has been employed and the governing differential equations have been obtained using...

    Pełny tekst do pobrania w portalu

  • The smoothness test for a density function

    The problem of testing hypothesis that a density function has no more than μ derivatives versus it has more than μ derivatives is considered. For a solution, the L2 norms of wavelet orthogonal projections on some orthogonal ‘‘differences’’ of spaces from a multiresolution analysis is used. For the construction of the smoothness test an asymptotic distribution of a smoothness estimator is used. To analyze that asymptotic distribution,...

    Pełny tekst do pobrania w portalu

  • Cavitation Erosion – Phenomenon and Test Rigs

    Publikacja

    The cavitation and cavitation erosion phenomenon have been shortly presented. The main four types of test rigs to investigate the cavitation erosion resistance have been shown. Each type of test design is described and an example of a design is shown. A special attention has been payed to the designs described in the International ASTM Standards: a vibratory design and a cavitating jet cell. There was shown that the design of a...

    Pełny tekst do pobrania w portalu

  • Flexomagneticity in buckled shear deformable hard-magnetic soft structures

    This research work performs the first time exploring and addressing the flexomagnetic property in a shear deformable piezomagnetic structure. The strain gradient reveals flexomagneticity in a magnetization phenomenon of structures regardless of their atomic lattice is symmetrical or asymmetrical. It is assumed that a synchronous converse magnetization couples both piezomagnetic and flexomagnetic features into the material structure....

    Pełny tekst do pobrania w portalu

  • Influence of Soft Soil Samples Quality on the Compressibility and Undrained Shear Strength – Seven Lessons Learned From the Vistula Marshlands

    Publikacja

    This technical article presents the influence of sample quality on the compressibility parameters and undrained shear strength ( c u ) of soft soils from the Vistula Marshlands. The analysis covers: (1) quality of soft soil according to three criteria: void ratio (Δ e / e 0 index), volumetric strain (Δ ɛ v ) and C r / C c ratio; (2) influence of storage time on quality; (3) influence of sample quality on undrained shear strength...

    Pełny tekst do pobrania w portalu

  • 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...

    Pełny tekst do pobrania w portalu

  • High-Speed Serial Embedded Deterministic Test for System-on-Chip Designs

    Publikacja
    • G. Mrugalski
    • N. Mukherejee
    • A. Pogiel
    • J. Rajski
    • M. Trawka
    • J. Tyszer

    - Rok 2014

    The paper presents a high-speed serial interface between external tester and Embedded Deterministic Test (EDT) compression logic hosted by SoC designs. With only a single bidirectional link, the system is capable of feeding distributed heterogeneous cores with hundreds of test channels. Moreover, it synergistically supports EDT bandwidth management to improve the overall test performance. A detailed study indicates a high potential...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Evaluation of Asphalt Mixture Low-Temperature Performance in Bending Beam Creep Test

    Low-temperature cracking is one of the most common road pavement distress types in Poland. While bitumen performance can be evaluated in detail using bending beam rheometer (BBR) or dynamic shear rheometer (DSR) tests, none of the normalized test methods gives a comprehensive representation of low-temperature performance of the asphalt mixtures. This article presents the Bending Beam Creep test performed at temperatures from −20...

    Pełny tekst do pobrania w portalu

  • Direct shear stress vs strain relation for fiber reinforced composites

    Publikacja

    The majority of fiber reinforced composites exhibit strong non-linear behavior in in-plane shear state. The effect is attributed to the micro-cracks appearing in the matrix and can be modeled on the micro and macro level. In this work the author proposes constitutive laws describing the non-linear in-plane shear response, which can be alternative for the relations commonly considered in the literature. The proposed equations are...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Verification of Selected Calculation Methods Regarding Shear Strength in Reinforced and Prestressed Concrete Beams

    Publikacja

    The purpose of this article was an attempt to compare selected calculation methods regarding shear strength in reinforced and prestressed concrete beams. Several calculation methods were tested. This included codes: PN-EN 1992-1-1:2008 [1], ACI 318- 14 [2] and fib Model Code for Concrete Structures 2010 [3]. The analysis also consists of methods published in technical literature. Calculations of shear strengths were made based...

    Pełny tekst do pobrania w portalu

  • In-plane shear nonlinearity in failure behavior of angle-ply laminated shells

    Publikacja

    The paper concerns the progressive failure analysis of laminates with the in-plane shear nonlinearity accounted for.The nonlinear shear response of the layer is described by the constitutive relation treating the stresses as a function of strains. Thus it can be easily incorporated into the displacement-based FEM codes. The brittle failure mechanisms of the fibers and the matrix of the layer are recognized with the use of the Hashin...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Test Execution Logging and Visualization Techniques

    Publikacja

    - Rok 2004

    Traditionally, log traces of test cases ex ecution are stored in textual format and their analysis is done in a post- execution phase. Our approach bases on the concept of gr aphical presentation of te st execution which enables better analysis of log traces and also gives the opportunity to consider them on-line. In particular, we discuss the graphical symbols we chose, we pres ent the logging interface we defined a nd describe...

    Pełny tekst do pobrania w serwisie zewnętrznym

  • Verification of selected calculation methods regarding shear strength in beams without web reinforcement

    The purpose of the article was to compare selected calculation methods regarding shear strength in reinforced concrete beams without web reinforcement. Several calculation methods were tested. This included codes: PN-EN 1992-1-1:2008, ACI 318-14 and fib Model Code for Concrete Structures 2010. The analysis also consists of authorial methods published in technical literature. Calculations of shear strengths were made based on experimental...

    Pełny tekst do pobrania w portalu

  • Modelling of shear zones during quasi-static granular silo flow using material point method (MPM)

    Publikacja

    The paper focuses on confined silo flow of cohesionless sand. The problem considered is a quasi-static flow in a plane strain model silo with parallel walls simulated with the material point method (MPM). The simulation used a non-local hypoplastic constitutive model. Initially, the paper validated the implemented numerical approach with basic element tests and a plane strain compression test. The subsequent MPM calculations for...

    Pełny tekst do pobrania w portalu

  • Slurry Erosion -Design of Test Devices

    Publikacja

    - Advances in Materials Science - Rok 2017

    Degradation of material caused by impacts of a solid particle (erodent) suspended in a liquid is called slurry erosion and is a major problem in the hydropower and maritime industry. Slurry erosion depends on many factors, e.g. liquid and erodent velocity, size, shape, angle of impact, hardness and number of erodents, and strength of a target material. The various types of test devices have been designed to investigate an effect...

    Pełny tekst do pobrania w portalu

  • PCR test for Microsporum canis identification

    Publikacja

    - MEDICAL MYCOLOGY - Rok 2013

    Microsporum canis, for which the natural hosts are cats and dogs, is the most prevalent zoophilic agent causing tinea capitis and tinea corporis in humans. We present here a diagnostic PCR test for M. canis, since its detection and species identification is relevant to the choice of treatment and to the understanding of a probable source of infection. An M. canis-specific PCR was evaluated using 130 clinical isolates of dermatophytes...

    Pełny tekst do pobrania w serwisie zewnętrznym