[1]: 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 .. [5] Neuhaus H., Budownictwo drewniane, Polskie Wydawnictwo. Podstawowe zasady projektowania elementów konstrukcji drewnianych według W: Neuhaus, Helmuth: Budownictwo drewniane: podręcznik inżyniera.

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Methods to Assess Load Capacity of the Old Wooden Building Components

These materials are characterised by very good specific tensile strength ratio of the tensile strength to densityhigh elasticity modulus, deformation linearity practically up to destruction as well as viscosity and resistance to chemical agents.

The introduction of the reinforcing element into the construction exerts an optimal effect on the distribution of stresses between individual elements of the structural. Shrinkage of Industrial Concrete Floors p. The analysis performed in the study gives satisfactory results of calculations in a relatively short time. Characteristic data of the employed carbon composites.

During the discretisation process, model component elements were positioned in such a way that their axes agreed with the anatomical wood directions. View of the solid model of the reinforced beam type ll S. Composite modulus of elasticity [GPa]. Determination of the extent to which the original cross-section of the component has been damaged during operation shallow or deep crack, shrinkage crack, damage of internal structure of the wood by insects and fungus, moisture allows to determine how much the strength properties of the wood component has been deteriorated.

Depending on the work conditions of construction the consumption manifest itself through: Axis orientation of the adopted system of coordinates Numerical calculations of deflections of the combined beam models were carried out at two ranges of loads: This number of finite elements resulted from the assumed quality parameters of generated mesh which were to minimise the possibility of the occurrence budownictdo peculiarities in the course of calculations.


The budowinctwo reduction increased with the increase of the longitudinal elasticity coefficient of the composite. 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.

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The analysis of deformations of the numerical models, as well as the distribution of stresses, allow to initially determine the load. Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber.

Cross section area of the combined beam reduced to wood A equiv. 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. Mean strain at break [MPa]. The analysis of numerical calculations of the displacement confirms that the rigidity of reinforced beams increases in comparison with the rigidity of the non-reinforced beams.

In order to compare the strength parameters, the author made an assumption that there were identical contact areas between the composite and wood. Maximum vertical displacement deflection of beams f [mm].

Budownictwo drewniane: podręcznik inżyniera – Helmuth Neuhaus – Google Books

I, II, [mm 2 ] Beam cross section reduced to timber A equiv. Obliczenia statyczne i projektowanie [Timber structures.

This constitutes nearly half of the mean allowable values of compression stresses maximum MPa for coniferous wood along fibres. On the other hand, it was assumed that the shear strength of glue bonds was higher than the timber shear strength along fibres while maintaining the continuity of translocations at layer interfaces. View of the solid model of the reinforced beam type ll S The geometry of the model used for the simulation calculations was determined in the global system of coordinates Fig.

The results of numerical analyses for the selected models are presented in Figure 6 in the form of fields of displacements.

Mechanics of wood neeuhaus composites. This paper uses ANSYS finite element program to do the nonlinear finite element analysis on steel reinforced concrete L-shaped short-shear walls.


Technical properties of the applied materials are presented in Figure 2. Wood as an engineering material.

Tomasz Nowak – Cytowania w Google Scholar

However, the disadvantages of these materials include: Contemporary Problems in Architecture and Construction. Mielczarek, Budownictwo drewniane, Wydawnictwo Arkady, Warszawa, Beam cross section reduced to timber A equiv.

This result confirms that there is the impact of the reinforcing element composite on the stiffening of the reinforced element. The maximum value of these stresses at the load of And the cracking load and deformation regularity in various stages are obtained. 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 crack bydownictwo of specimen.

It is target for persons working both in science and industry,regulatory agencies or teaching in agricultural sector. Advanced Materials Research Volume This effect refers to the unification of mechanical properties in relation to wood defects, e.

In numerical calculations, a permanent connection without slip between the component elements of the beam was assumed, i. Identification of estimated points on the cross section. Table 3 presents results of deflections of all types of beam models in the central area both budownitwo analytical and numerical calculations.

Identification of estimated points on the cross section Table 4. The formation mechanism was discussed; and a SSD model was presented. Therefore, it appears appropriate to carry out further experiments and investigations with the aim to determine the response of reinforced elements under long-term loads, taking into account the existence of different rheological properties of the structure of the component elements.