The performance of steel-making slag concretes in the hardened state

The use of oxidizing slag from electric-arc furnaces as an aggregate is a sustainable option in the manufacture of concrete, the performance of which is similar to an ordinary aggregate concrete. This study examines the reuse of two different types of oxidizing slag in concretes designed for use in structural components and compares their performance against relevant specifications contained in current working standards. Fundamental aspects are discussed, among which density and workability that are related to the proportioning of the concrete and its mechanical and physical properties. The results show that overall concrete quality is maintained and that its performance is acceptable for the proposed application.     

08Ni3DR钢焊接接头最薄弱区域与冲击韧性之间的关系

低温压力容器08Ni3DR钢在极低温度下(-100℃)具有较好的强韧性匹配,在实际工程应用中,保障焊接接头的低温冲击韧性一直是压力容器制造过程中的难题之一。对于实际的焊接接头,最薄弱区域的确定以及最薄弱区域的影响对焊接接头的表征具有重要的意义。通过将夏比V型缺口开在母材、焊缝、热影响区不同位置处,系统研究了08Ni3DR压力容器钢焊接接头的组织和韧性。结果表明:焊接接头韧性最薄弱区域为粗晶热影响区,其粗晶热影响区的显微组织为粗大的粒状贝氏体和板条贝氏体组成的复合组织。粗晶热影响区宽度在缺口尖端前沿所占比例越高,试样的冲击吸收能量越低。当粗晶热影响区宽度所占比例达到100%时,冲击吸收能量为27 J,相比于母材冲击韧性损失高达90.7%。以上两个方面充分体现出焊接接头最薄弱区域对冲击韧性有很大的影响。     

Bond strength prediction for deformed steel rebar embedded in recycled coarse aggregate concrete

This paper summarizes the results of an experimental investigation into the bond behavior between recycled aggregate concrete (RAC) and deformed steel rebars, with the main variables being the recycled coarse aggregate replacement ratio (RCAr) and water-to-cement ratio of the concrete mixture. The investigation into splitting cracking strength indicates that the degradation of the bond splitting tensile stress of the cover concrete was affected by not only the roundness of the coarse aggregate particles but also the weak interfacial transition zone (ITZ) between the cement paste and the RCA that has a more porous structure in the ITZ than normal concrete. In this study, a linear relationship between the bond strength and the density of the RCA was found, but the high compressive strength reduced the effects of the parameters. To predict the bond strength of RAC using the main parameters, a multivariable model was developed using nonlinear regression analysis. It can be inferred from this study that the degradation characteristic of the bond strength of RAC can be predicted well, whereas other empirical equations and code provisions are very conservative.     

高效的无证书广义指定验证者聚合签名方案

研究无证书广义指定验证者聚合签名的安全模型,基于双线性映射提出无证书广义指定验证者聚合签名方案。在随机预言模型和计算Diffie-Hellman困难问题假设下,证明方案不仅可以抵抗无证书广义指定验证者聚合签名的3类伪造攻击,而且满足指定验证性和不可传递性。方案的聚合签名长度和单用户签名长度相当,签名公共验证和指定验证需要的双线性对数固定。     

基于正交设计的复杂环境下土石混填体大型直剪试验研究

为了更加系统、全面的研究土石混填体处于复杂环境时的强度特性,综合考虑含水率、浸泡时间、干湿循环、含石量、岩性与土性等因素,采用美国Geotest公司生产的大型直剪仪,并基于正交设计方法开展了一系列土石混填体室内大型直剪试验研究,进而确定出了不同因素对土石混填体抗剪强度有何影响及影响程度,为此类受多因素、多水平影响的试验研究探讨出了一种新的思路。试验结果表明：土石混填体抗剪强度主要源于内部石料间的相互嵌入、咬合及摩擦等作用;含石量是影响土石混填体强度特性最主要的因素,随着试样中含石量的增加其内摩擦角近似呈线性增加;对于试验中所涉及的3种水作用环境,含水率对土石混填体抗剪强度的影响最为显著,且含水率对其剪应力-剪切位移关系曲线亦存在非常重要的影响,相比之下,浸泡时间与干湿循环对试样抗剪强度影响较弱,且试样在浸泡48 h或干湿循环4次后其抗剪强度基本不会再继续弱化;当试样中含石量≥55%时,其抗剪强度受岩性影响较为明显。     

自编EXCEL程序调整混凝土粗骨料级配

粗骨料级配对混凝土和易性影响较大,粗骨料级配不良易导致混凝土拌合物离析。本文采用EXCEL软件编制程序,以快速确定粗骨料混合比例,使其混合后能符合连续级配要求。     

煤矸石生态混凝土透水性与抗压强度研究

本文研究了用煤矸石骨料代替天然骨料配制的透水混凝土的性能,采用正交试验方法分析了主要原材料和配比对煤矸石透水混凝土抗压强度与透水系数的影响,得出了影响强度和透水系数的主要因素是煤矸石骨料的粒径。     

模型再生混凝土氯离子非线性扩散细观仿真

考虑再生混凝土Cl-结合的非线性,对再生混凝土的二维Cl-扩散性进行仿真模拟分析,研究了再生混凝土的Cl-扩散特性.通过变化再生粗骨料取代率、老界面Cl-扩散系数、浸泡时间和老砂浆厚度等相关参数,对再生混凝土的Cl-单向扩散性能进行了对比分析.结果表明：再生混凝土内部Cl-浓度（质量浓度,下同）非均匀分布,Cl-非线性结合对其扩散影响显著,再生混凝土Cl-浓度沿着扩散深度呈波浪式下降,再生粗骨料取代率、浸泡时间和老砂浆厚度等因素的变化对Cl-浓度的影响随着扩散深度的增加而逐渐变大,且在界面过渡区的影响较为明显.     

基于混料设计理论的透水混凝土骨料特征响应分析

骨料级配特征对透水混凝土配合比优化设计方法及其基本性能有较大影响.采用A,B,C 3种粒径的骨料进行混料设计试验,通过对大量的试验数据拟合与方差分析,建立了透水混凝土有效孔隙率、单位体积骨料颗粒数量、骨料比表面积、不同龄期抗压强度与骨料级配的关系式.研究结果对透水混凝土配合比设计方法优化和基本性能的预测具有重要的指导意义.