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RESPONSE OF STEEL SANDWICH PLATES WITH FRC MIDDLE PLATES UNDER HARD LATERAL IMPACT

机译:硬横向撞击下钢夹芯板与FRC中间板的响应

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An experimental programme was conducted to study the behaviour of steel - concrete composite sandwich plates under low velocity hard lateral impact. Square 300 mm x 300 mm plates of varying thickness were used as test specimens and were subject to impact at their center. A 40-kg drop hammer under free fall, dropped from a height of 4.0 m, was used to create the impact. The drop hammer had a hemispherical head. Following the impact, for all specimens, the strains in the bottom surface of the bottom steel plate rose steadily to a peak and then dropped steadily to a residual strain level at which it remained constant thereafter. Concrete and high strength concrete middle plates cracked. Fiber reinforced composites, SIFCON and ferrocement helped in reducing the cracks significantly and ensured that the middle plate remained as a single piece after the impact. Fourteen different specimens have been tested, comprising of plain steel plates to sandwich plates with a variety of middle plates. Comparisons between these specimens have been made on the basis of the strains recorded in the bottom plate, the depth of the dents on the top and bottom steel plates, and the extent of cracking of the middle plate.
机译:一个实验方案,研究了钢的行为 - 下低速硬横向冲击混凝土复合材料夹层板。正方形300个变化的厚度的毫米×300毫米板用作试验样品并受到在其中心的影响。下自由下落A 40公斤落锤,从4.0米的高度落下,用于创建的影响。落锤有一个半球形头部。以下的影响,对于所有试样,在底部钢板的下表面的应变稳步上升到峰值,然后稳定下降到它之后保持恒定的残余应变水平。混凝土和高强混凝土中板开裂。纤维增强复合材料,SIFCON和钢丝网帮助了显著减少的裂缝,并确保中间板仍然是冲击后单件。 14个不同的样品进行了测试,包括普通钢板到夹层板与各种中间板。这些样品之间的比较已经进行了记录在底板上的菌株的基础上,在顶部和底部的钢板,和中间板的裂纹的程度的凹痕的深度。

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