Effect of web opening's shape on the behavior of hybrid reinforced concrete deep beams under repeated loading

الملخص EN

This research aims to study experimentally behavior of hybrid deep beams with web openings when subjected to two points' monotonic and repeated loading in effect of web openings shape.

All tested deep beams have the same flexural (0.0184) and web reinforcement (ρw=0.003) and same dimensions of (1500mm length, 150mm width and 350mm height).

In this research, the idea of hybridity was achieved by reinforcing the two shear spans with steel fiber keeping the middle span free from this fiber.

The aim was to strengthen shear region against shear failure (diagonal strut failure).

To achieve the aim, six deep beams were cast and tested.

Three of them were tested under monotonic loading as control beams to the other three beams tested under repeated loading at levels of 55% of the ultimate load of their control beams.

The variables studied were: loading type (either monotonic or repeated) and web opening shapes.

The results indicated that using different opening shapes (rectangular, circular or square) with an equivalent shape of 1.37% of beam size show that the ultimate load of beams with rectangular opening decreases by 10% as compared with beams with square web openings of the same area.

Also, the ultimate load of beams with circular openings increases by 6.8% as compared with beams with square web openings of the same area.

Also, it can be concluded that deep beams haves circular openings are increasing in ultimate loads by 17.5% as compared to rectangular web openings shapes with equivalent This research aims to study experimentally behavior of hybrid deep beams with web openings when subjected to two points' monotonic and repeated loading in effect of web openings shape.

All tested deep beams have the same flexural (0.0184) and web reinforcement (ρw=0.003) and same dimensions of (1500mm length, 150mm width and 350mm height).

In this research, the idea of hybridity was achieved by reinforcing the two shear spans with steel fiber keeping the middle span free from this fiber.

The aim was to strengthen shear region against shear failure (diagonal strut failure).

To achieve the aim, six deep beams were cast and tested.

Three of them were tested under monotonic loading as control beams to the other three beams tested under repeated loading at levels of 55% of the ultimate load of their control beams.

The variables studied were: loading type (either monotonic or repeated) and web opening shapes.

The results indicated that using different opening shapes (rectangular, circular or square) with an equivalent shape of 1.37% of beam size show that the ultimate load of beams with rectangular opening decreases by 10% as compared with beams with square web openings of the same area.

Also, the ultimate load of beams with circular openings increases by 6.8% as compared with beams with square web openings of the same area.

Also, it can be concluded that deep beams haves circular openings are increasing in ultimate loads by 17.5% as compared to rectangular web openings shapes with equivalent area.