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Impact resistance of prestressed and reinforced concrete slabs under falling weight indenter

机译:压力下降压力下预应力和钢筋混凝土板的抗冲击性

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Impact resistance behavior of prestressed and reinforced concrete slabs has been investigated under a freely falling steel impactor. The target concrete slabs having equivalent span of 800 mm × 800 mm and thickness 100 mm. The prestressed and reinforced concrete slabs were having same design compressive strength, 72 N/mm~2. All the four edges of the slabs were clamped in the drop impact setup. The slabs were impacted at the center of span by dropping a steel mass of 243 kg from a fixed height of 500 and 1000 mm. The impact force, reaction, acceleration and deflection response for both prestressed and reinforced concrete slabs were studied. The experimental results showed that prestressed concrete slab has better performance compared with identical reinforced concrete slab. The load carrying capacity of slab has increased by 4.5% and deflection has reduced by 28% due to the employed prestress in the concrete.
机译:在自由下落的钢冲击机下已经研究了预应力和钢筋混凝土板的抗冲击性能。目标混凝土板具有800mm×800mm和厚度100mm的等效跨度。预应力和钢筋混凝土板具有相同的设计抗压强度,72N / mm〜2。板坯的所有四个边缘都被夹紧在下降冲击设置中。通过从固定的高度为500和1000mm的固定高度将钢质量滴在跨度的中心处受到影响。研究了预应力和钢筋混凝土板的冲击力,反应,加速度和偏转响应。实验结果表明,与相同钢筋混凝土板相比,预应力混凝土板具有更好的性能。由于所采用的预应力在混凝土中,板坯的负载承载能力增加了4.5%,偏转减少了28%。

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