低速冲击载荷下铁板的冲击强度

D. Gaidhankar, Mohammad Omid Naqshbandi, M. Kulkarni
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引用次数: 2

摘要

当网格增强复合材料承受静态、动态和疲劳载荷时,其吸收能量的能力,通常被称为韧性,在实际使用条件下是非常重要的。在冲击载荷下评估的韧性是冲击强度。材料的韧性由两种方法确定,(i)通过测量冲击载荷下的变形,(ii)通过确定材料在冲击载荷下的能量吸附能力。采用几种方法研究了材料韧性的测定方法。在本研究中,采用了落锤冲击试验。本文介绍了不同钢网层数的平板钢板的试验,以及钢纤维对钢板的加固。本研究的主要目的是探讨不同金属丝网层数对金属丝网抗弯强度和冲击强度的影响,以及不同金属丝网厚度对金属丝网吸能性能的影响。试验工作包括焊接方网、编织方网和不带钩钢纤维加固铁板的制备,制备了不同尺寸的铁板,并进行了两点载荷下的抗弯强度试验和落锤冲击试验。预计随着网格层数的增加,面板的能量吸收能力也会增加,并且添加钩钢纤维的效果也会有所提高。
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Impact Strength of Ferrocement Panel under Low Velocity Impact Loading
The capability to absorb energy, often called as toughness, is of importance in actual service conditions of mesh reinforced composites, when they may be subjected to static, dynamic and fatigue loads. Toughness evaluated under impact loads is the impact strength. The toughness of materials are determined by two methods, (i) by measuring deformation under impact load, (ii) by determining energy adsorption capacity of materials under impact load. Several methods were used to investigate to determining toughness of materials. In this research work, drop weight impact test were used. The present experimental work describes testing of flat ferrocement panels with different number of layer steel mesh as well as enhancement of panels with steel fiber. The main purpose of this study is to investigate the effect of using different number of wire mesh layer on the flexural strength and impact strength and also effect of varying thickness of panels on the energy absorption of ferrocement panels. The experimental work includes preparation of ferrocement panels reinforced with welded square mesh, woven square mesh with and without hooked steel fibers The ferrocement panels of different sizes were prepared and tested for flexural strength under the two point loading as well as drop weight for impact testing. It is expected that as the mesh layers will be increased the energy absorption capacity of the panel should be increased and the also its effect should be seen for addition of hooked steel fibers.
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