冲击荷载作用下混凝土破坏强度的确定及CT验证     

雷光宇  党发宁  陈厚群 《地震工程与工程振动》2013,33(3)

从细观结构出发,把混凝土看作由骨料、界面和砂浆组成的非均质复合材料,建立随机骨料模型,应用损伤塑性本构,对试件进行了冲击荷载作用下的数值模拟,通过施加不同的加载方式,研究材料的损伤破坏过程,最终以位移加载得出荷载-位移曲线的峰值强度作为细观混凝土试样的破坏强度.通过对混凝土进行冲击荷载作用下的实时CT扫描,得出试件的荷载位移曲线及各个应力阶段的CT图像,发现数值模拟所得混凝土强度及破坏过程与CT观测到的结果有较好的相似性.结果表明,利用该方法研究混凝土在冲击荷载作用下的损伤破坏过程是合适的,以荷载-位移曲线的峰值点作为混凝土破坏强度点是合理的.  相似文献   

The Genesis Mechanism of the Mantle Fluid Action and Evolution in the Ore‐Forming Process: A Case Study of the Laowangzhai Gold Deposit in Yunnan,China   总被引：1，自引：0，他引：1  

LIU Xianfan  LI Chunhui  LU Qiuxi  DENG Biping  SONG Xiangfeng  ZHAO Fufeng  CHU Yating  XIAO Jixiong  YI Liwen  HUANG Yupeng 《《地质学报》英文版》2012,86(3):608-618

Based on petrological studies of the wall rocks, mineralizing rocks, ores and veins from the Laowangzhai gold deposit, it is discovered that along with the development of silication, carbonation and sulfidation, a kind of black opaque ultra-microlite material runs through the spaces between grains, fissures and cleavages. Under observations of the electron microprobe, scanning electronic microscopy and energy spectrum, this kind of ultra-microlite material is confirmed to consist of ultra microcrystalline quartz, silicate, sulfides and carbonates, as well as rutile, scheelite and specularite (magnetite), showing characters of liquation by the analyses of SEM and energy spectrum. The coexistence of immiscibility and precipitating co-crystallization strongly suggests that the mineralizing fluid changed from the melt to the hydrothermal fluid. Combined with the element geochemical researches, it is realized that the ultra-microlite aggregate is the direct relics of the mantle fluid behaving like a melt and supercritical fluid, which goes along with the mantle-derived magma and will escape from the magma body at a proper time. During the alteration process, the nature of the mantle fluid changed and it is mixed with the crustal fluid, which are favorable for mineralization in the Loawangzhai gold deposit.  相似文献   

Assessment of the industrial utilization of scoria materials in central Harrat Rahat, Saudi Arabia     

M. R. Moufti  A. A. Sabtan  O. R. El-Mahdy  W. M. Shehata 《Engineering Geology》2000,57(3-4):155-162

Although basaltic volcanic scoria deposits are widespread in and around the scoria cones present in the Harrats, very few occurrences have been evaluated and still fewer have been exploited. The scoria from a quarry in central Harrat Rahat was investigated and assessed for its industrial utilization. Cubes were prepared from several concrete mixes using scoria as lightweight coarse and fine aggregates in different percentages. The compressive strength values of the cubes were found to be acceptable and satisfy the ASTM (1995) requirement for structural concrete. The scoria was also assessed for its utilization as a cement additive. Pozzolanic activity was tested according to the Italian standards and found to be acceptable. The strength activity index with Portland cement and the effectiveness of scoria admixture in controlling alkali-silica reactions were tested according to ASTM (1995) standards. Mortar cubes were specially prepared for these studies using different mixes and different storage procedures. The results satisfied the ASTM (1995) requirements as cement additive. The utilization of scoria as a heat-insulating material was tested and the results were found to satisfy the ASTM (1995) requirements. This fact suggests it could be utilized in the manufacture of the building blocks. It is recommended to evaluate the other scoria deposits, exploit the economically feasible ones and utilize them for different industrial applications. The manufacturing of heat-insulating concrete or building blocks using scoria is of prime importance as an energy saver.  相似文献   

土石混合料的工程综合分类法研究   总被引：6，自引：4，他引：2  

董云  柴贺军 《岩土力学》2007,28(1):179-184

随着土石混合料越来越广泛地被道路、堤坝、基础等工程采用,快速、准确地预测其抗剪强度指标不仅有利于设计、计算,也有利于施工方案的制定和压实方法的选择。土石混合料的物理力学性质本质上是由颗粒的性质和其内部结构决定的,而现有的土石混合料的分类多从颗粒粒径和含量进行分类,无法从分类上判断其物理力学性质指标。通过室内击实试验、颗粒分析试验、剪切试验,结合非线性的分形几何学原理,对土石混合料进行以工程应用为目的的分类研究,提出了以岩性、含石量和混合料的颗粒组成分形为分类指标的土石混合料工程综合分类法,将土石混合料按3个层次划分为24类,并由试验指出不同类别土石混合料物理力学性质的差异。该综合分类法分类指标简单,指标确定方便,易于实际应用,并可根据分类预测混合料的物理力学性质。  相似文献   

性能增强再生混凝土框架中节点地震损伤评估          下载免费PDF全文

樊禹江  余滨杉  熊二刚  苗晓瑜 《世界地震工程》2019,35(2):123-131

通过对3个足尺性能增强再生混凝土框架中节点进行低周反复加载试验,按照传统延性损伤模型（单参数）、改进的Park-Ang损伤模型（双参数）对其损伤演化与累积进行分析:各试件特征位移等于20 mm时,试件已经出现损伤,但按照延性损伤模型计算结果为负;当特征位移超过100 mm时,改进的Park-Ang损伤模型计算结果表明各试件已经完全破坏,无法继续承载,但试件实际结果却仍表现出一定的承载能力与耗能能力。因而有必要对前述损伤模型进行修正,使其能够适用于性能增强再生混凝土结构之中。基于前述试验结果,针对改进的Park-Ang损伤模型,提出并拟合了纤维项系数、位移项系数和能量项系数3种修正系数,并建立了相应的修正的Park-Ang损伤模型。最后,利用所提出的损伤模型,以HF-RAC2为例进行了损伤指标误差分析,结果表明:平均误差在6%以内,即:所提出双参数损伤模型能够应用于性能增强再生混凝土框架节点地震损伤与评估分析之中。  相似文献   

风云三号气象卫星星地数据传输X频段链路干扰协调门限研究          下载免费PDF全文

聂晶  张媛媛  郭强  陈丽 《气象科技》2022,50(3):355-360

风云三号系列气象卫星使用8025～8400 MHz频段将卫星探测数据传输给地面，该频段还有其它系统在使用，极易干扰风云三号气象卫星星地通讯，影响数据传输。目前，在该频段开展的兼容性分析研究工作中，所采取的系统关键特性参数和干扰保护限值大多数是直接引用国际电联相关建议书，没有对被干扰系统做干扰门限的精细计算，导致协调评估结果不准确，这也给该段频谱的协调使用和精细化管理等工作留下了很多潜在隐患。研究了卫星系统集总和单入干扰门限的计算方法，并根据风云三号卫星数据传输链路实际特性参数，分别得出其长期和短期集总干扰门限，并进一步研究得到来自空间长期和短期单入干扰协调门限，以及来自地面的长期和短期单入干扰协调门限，这些门限直接应用于风云三号气象卫星的频谱兼容性研究和频率协调，提高协调效率和协调精度。  相似文献