: H. Neuhaus H., Budownictwo drewniane, (Wood constructions), Polskie w ocenie postępu korozji biologicznej drewna i konstrukcji drewnianych, The. W tym celu przeprowadzono analizę nośności drewnianych stropów, która ..  Neuhaus H., Budownictwo drewniane, Polskie Wydawnictwo. Podstawowe zasady projektowania elementów konstrukcji drewnianych według W: Neuhaus, Helmuth: Budownictwo drewniane: podręcznik inżyniera.
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Mechanics of wood and composites. Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber.
The improvement of the load-carrying capacity can be achieved, among others, by gluing the composite in the form of bands or mats to the base or by gluing inside the reinforced element. Distribution of equivalent stresses at the 9 kN load in the central cross sections of beams: The maximum value of these stresses at the load of The static-strength analysis aims budownicto determine the neunaus strength of load capacity of the component and stability of the whole object after taking into account the adverse impact of consumption and damage of the construction and allows determining and selecting suitable variant of renovation, repair or enhance the construction of the object.
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Beam cross section reduced to timber A equiv. Sliding Joints from Traditional Asphalt Belts p. Composite modulus of elasticity [GPa]. The analysis of the form of deflections of individual models revealed, that the deflection line takes the form of a parabolic curve deflected more or less depending on the parameters of the carbon fibre.
Budownictwo drewniane: podręcznik inżyniera – Helmuth Neuhaus – Google Books
This effect refers to the unification of mechanical properties in relation to wood defects, e. The results of numerical analyses for the selected models are presented in Figure 6 in the form of fields of displacements. Technical properties of the applied materials are presented in Figure 2.
However, not all questions connected with the strength of the examined reinforced materials were answered.
Wood as an engineering material. Application of concentrated forces of the beam model. After the discretisation, the beam model consisted of the following quantities of finite elements: Contemporary Problems in Architecture and Construction. On the other hand, these stresses increase in the timber at contact boundaries with the composite as well as in the carbon composite itself. Identification of estimated points on the cross section. The performed simulation investigations, thanks to their abundant graphic part, create comfortable conditions for analyses using various types of loads, fixation, modification of mechanical properties of individual materials etc.
Wooden constructions are very susceptible to damage caused by improper operating conditions.
It should be mentioned that, because the glue bond connecting the component elements of the construction was very thin, its impact was disregarded during the modelling process.
In this way, it is possible to save good quality timber material and replace it by timber of poorer quality reinforced by modern composite materials. Though the uniaxial compression test of specimens with different rock bridge angleit can be found that rock bridge angle have a great impact on the mode of budodnictwo propagation of specimen. Identification of estimated points on the cross section Table 4. This number of finite elements resulted from the assumed quality parameters of generated mesh which were to minimise the possibility of the occurrence of peculiarities in the course of calculations.
Types of beams and way of loading: View of the solid model of the reinforced beam type ll S. Calculations were performed on numerical models employing the finite elements method FEM.
Methods to Assess Load Capacity of the Old Wooden Building Components
Equivalent moment of inertia J equiv. DR [mm 2 ]. I, II, [mm 2 ]. Values of the adopted material constants of timber of OSB board.
The way of positioning of the two types of composites are shown in Figures 1b and c. The stress reduction increased with the increase of the longitudinal elasticity coefficient of the composite. The formation mechanism was discussed; and a SSD model was presented.