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Structural Behavior of Voided Reinforced Concrete Beams Under Combined Moments

机译:组合弯矩作用下空泡钢筋混凝土梁的结构特性

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The ability of reducing the reinforced concrete beams weights without significantly affecting its structural adequacy especially when combined loads are more eventual, is the aim of present paper. Therefore, the structural behavior of reinforced concrete beams containing air voids and subjected to combined moments of equal bending moment and torsional moment was observed.Five identical beams in external dimensions and internal reinforcement were the specimens of the study. The five beams were divided into two solid, two contain series of plastic balls and one contains a single plastic pipe. The plastic balls and pipe were used to create air voids inside the beams to reduce its concrete amount for economic and environmental considerations. All the beams were tested until failure, but two from its (one solid and one contains plastic balls) were tested under pure bending moment while the rest three beams were tested under combined moments. Cracking load, ultimate load, deflection and twisting angle were measured during tests as well as angle and width of cracks at failure.The experimental results revealed the similarity in structural behavior between voided and solid tested specimens is clear even when the values are different. For the section strength, when the beam containing voids, it may be lost about (13 – 23) % of its solid ultimate strength under combined load of equal fractions of bending and torsion moments. Also, the cracking load of the beam may be unaffected by voids presence under this combined load. When deformability is focused, the voided beams stiffness against bending moment is better than the torsional one; therefore, the twisting angle can be more noticeable than the deflection. Besides, the torsional moment governs over the bending moment, so that inclined cracks caused in failure. Finally, creating the voids by small size plastic pipe can make the beam stronger but more deformable than counter beam containing big size plastic balls under the combined moments.
机译:本文的目的是在不显着影响其混凝土结构适当性的情况下减轻钢筋混凝土梁重量的能力,这是本文的目标。因此,观察了包含空隙的钢筋混凝土梁在受相同弯矩和扭转力矩共同作用的弯矩作用下的结构性能。本研究的样本是五个相同尺寸的外部尺寸和内部钢筋的梁。五个横梁分为两个实心部分,两个包含一系列塑料球,一个包含单个塑料管。为了经济和环保考虑,使用塑料球和管在横梁内部产生空隙,以减少其混凝土用量。测试了所有的梁直到失效,但是在纯弯矩下测试了其中的两个梁(一个固体,一个包含塑料球),而其余三个梁在组合弯矩下进行了测试。测试过程中测量了裂纹载荷,极限载荷,挠度和扭转角以及破坏时裂纹的角度和宽度。实验结果表明,即使数值不同,空隙试样和固体试样的结构行为也很相似。对于截面强度,当梁中包含空隙时,在相等比例的弯矩和扭转力矩的组合载荷下,梁可能会损失其固体极限强度的(13 – 23)%。而且,在该组合载荷下,梁的破裂载荷可能不受空隙的影响。当集中变形性时,空心梁的抗弯矩刚度要好于扭转梁。因此,扭转角比挠度更明显。此外,扭转力矩控制着弯矩,从而导致倾斜裂缝产生破坏。最后,在组合弯矩作用下,与包含大尺寸塑料球的反梁相比,小尺寸塑料管产生的空隙可使梁更坚固但更易变形。

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