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首页> 外文期刊>International Journal of Innovative Research in Science, Engineering and Technology >Experimental Study on the Ductile Characteristics of Light Weight Ferrocement Beams under Monotonic and Repeated Loading
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Experimental Study on the Ductile Characteristics of Light Weight Ferrocement Beams under Monotonic and Repeated Loading

机译:单调和反复荷载作用下轻质钢梁的延性特性试验研究

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摘要

Light weight ferrocement elements are generally more ductile when compared to conventional reinforced Earthquake-resistance is dependent on good construction technique and additional reinforcement of the cement.The present work is concentrated on two major aspects, (i) Effect of blast furnace slag on crack & ultimate strength and (ii) Behavior of light weight ferrocement element under Monotonic & Repeated flexural loading. The first part of the present study has been focused on the effect of blast furnace slag(BFS) on First crack & Ultimate Strength with replacement of slag by 0%,10%,20%&30% and second part of the work focusing the behavior of Light weight ferrocement beam under monotonic & Repeated loads with increased load for ductility performance. The results obtained from this work is expected to be useful in determining the strength and ductility of light weight ferrocement beam subjected to similar types of forces and thus will help toward designing ferrocement elements to withstand monotonic and Repeated flexural loading for ductility performance.
机译:与传统的增强型抗震钢相比,轻质的铁质抗震钢通常具有更好的延展性。目前的工作主要集中在两个主要方面:(i)高炉渣对裂纹的影响;以及极限强度和(ii)在单调和反复弯曲载荷下轻型铁框单元的性能。本研究的第一部分集中在高炉矿渣(BFS)对第一裂纹和极限强度的影响上,用0%,10%,20%和30%的矿渣替代,而第二部分则着眼于行为。单调和重复荷载下的轻型加筋梁的增加载荷,以提高延展性能。预期从这项工作中获得的结果将有助于确定承受相似类型作用力的轻型钢筋混凝土梁的强度和延展性,因此将有助于设计可承受单调和重复挠性荷载的延筋性能的延展性。

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