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Fracture energy of foamed concrete based on three-point bending test on notched beams

机译:基于缺口梁三点弯曲试验的泡沫混凝土断裂能量

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A series of static loading tests was performed to determine the fracture properties of foamed concrete of varying density. Beams with dimensions of 100 X 100 X 840 mm with a central notch were tested in three-point bending. Then, remaining halves of the specimens were tested again as un-notched beams in the same set-up with reduced distance between supports. The tests were performed in a hydraulic displacement controlled testing machine with a load capacity of 5 kN. Apart from measuring the loading and mid-span displacement, a crack mouth opening displacement (CMOD) was monitored. Based on the load-displacement curves of notched beams the values of fracture energy and tensile stress at failure were calculated. Subsequently, the flexural tensile strength was obtained on un-notched beams with dimensions of 100x100x420 mm. Moreover, cube specimens 150 X 150 X 150 mm were tested in compression to determine the compressive strength.
机译:进行一系列静态加载试验以确定不同密度的发泡混凝土的断裂性能。尺寸为100×100×840mm的横梁,在三点弯曲中测试了中央凹口。然后,将样本的剩余半部再次被测试为在相同设置中的未缺口梁,其支撑件之间的距离减少。该试验在液压位移控制的试验机中进行,负载容量为5kN。除了测量装载和中间跨度位移之外,监测裂缝口开口位移(CMOD)。基于缺口光束的负载 - 位移曲线,计算了破裂能量和失效时的拉伸应力的值。随后,在Un-Notched梁上获得弯曲拉伸强度,其尺寸为100×100x420mm。此外,在压缩中测试立方体标本150×150×150mm以确定抗压强度。

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