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8.087  Articles
1 of 810 pages  |  10  records  |  more records»
The applied variants for determination of distribution of tensions in prestressed elements are presented. The author’s method for determination of area of distribution of tensions in the stringed concrete squared beams of switches is suggested.

The method of estimation of extreme normal tensions in the squared beams of switches for the extreme charts of loadings is presented.

The development of a nonlinear finite element method (FEM) for examining how reinforced concrete (RC) beams react to dynamic forces under the action of low-velocity impacting loads is presented in this article. The model was employed to analyze the stress... see more

This work describes the formulation, implementation and application of a cohesive crack discrete model, which can simulate the fracture process in mode I of simple concrete beams with defined cracking pattern. In the fracture process, a relationship betwe... see more

The ductility of reinforced concrete beams is very important, because it is the property that allows structures to dissipate energy under seismic loading, consequently, the brittle fractures of reinforced concrete structures can avoided. In the modern con... see more

To assess the post-fire or residual strength of fire-damaged reinforced concrete (RC) members, the most detrimental or peak temperature distribution within the members should be perceived. For RC beams, the residual flexural response is strongly influence... see more

The experimental investigations of steel-reinforced concrete beams composed of double-T No. 16 and the reinforced concrete slab of size 220×60×1200 mm were conducted. Various types of anchors (loop, rod, rigid ones) were used as unifying means of the stru... see more

The ductility of reinforced concrete beams is very important, because it is the property that allows structures to dissipate energy under seismic loading, consequently, the brittle fractures of reinforced concrete structures can avoided. In the modern con... see more

A new approach is developed to the nonlinear analysis of reinforced concrete beams without stirrups subjected to a monotonically increasing loading from zero up to the ultimate load. The softening effect of concrete in tensioncompression, the tension-stif... see more

1 of 810 pages  |  10  records  |  more records»