Cement Composites with Carbon-Based Nanomaterials for 3D Concrete Printing Applications – A Review

3D concrete printing (3DCP) is an emerging additive manufacturing technology in the construction industry. Its challenges lie in the development of high-performance printable materials and printing processes. Recently developed carbon-based nanomaterials (CBNs) such as graphene, graphene oxide, graphene nanoplatelets, and carbon nanotubes, have various applications due to their exceptional mechanical, chemical, thermal, and electrical characteristics. CBNs also have found potential applications as a concrete ingredient as they enhance the microstructure and modify concrete properties at the molecular level. This paper focuses on state-of-the-art studies on CBNs, 3DCP technology, and CBNs in conventional and 3D printable cement-based composites including CBN dispersion techniques, concrete mixing methods, and fresh and hardened properties of concrete. Furthermore, the current limitations and future perspectives of 3DCP using CBNs to produce high-quality composite mixtures are discussed.     

Diseño automático de tableros óptimos de puentes de carretera de vigas artesa prefabricadas mediante algoritmos meméticos híbridos

This paper deals with the minimum cost automatic design of precast bridge decks made of U-beams and an upper slab. It uses a hybrid memetic algorithm that combines the population search of solutions by genetic algorithms and a search by variable neighborhood. This algorithm is applied to a bridge made of two isostatic U-beams of 20-40 m of span and a width of 12 m. This example has 40 discrete variables. The evaluation module takes into account the service and ultimate limit states usually considered for these structures, i.e. flexure, shear, torsion, cracking, deflections, etc. The use of the memetic algorithm requires its previous calibration. Each of the heuristics is run 12 times, obtaining information about the minimum and average values, as well as the scatter. The parametric study showed a good correlation for the cost, the number of strands and the steel and concrete quantities with the span length. Savings have been found between 8 and 50% compared to other structures really executed. The presented procedure allows the practical application to the real design and its adaptation to the precast process.     

关于某些循环矩阵的特征值

本文给出了某些循环矩阵特征值的具体形状和降阶计算方法.     

Study on the acoustic emission-model of concrete damage

I.lntroductiollBecausetherearethedefects.cracksandnon-homologousmicrostructurewithdifferentpropertiesincollcrete,whenaloadisputonconcretematerialthedamageandbreakagemayresultandsoonafterwardsexpanded.Itisadifficutproblem,howtodecidethedamageofconcretematerialwithcracksanddefects.TheacousticemissionisanassociatedphenomenollwiththeprocessofthenonhomologousdeformationorthebreakaeandexPansiollofmaterial.InthispaPertherelationshipbetweentheacousticemis8ionparametersandthedamageparameters,andthedam…     

利用麦草浆黑液生产砼减水剂

将碱法麦草浆黑液蒸发、磺化制得的SL型普通砼减水剂,其减水率≥8％,抗压强度增长率R_3≥15％,R_7≥15％,R_(28)≥10％,完全达到了国标GB8076—87的要求。 进一步的试操性试验表明,采用改性剂改性可使SL型普通减水剂达到高效减水剂的水平。     

部分预应力混凝土受弯构件延性的试验研究

通过18根无腹筋部分预应力砼单筋梁的试验.研究了部分预应力砼受弯构件的延性,以及相对受压区高度和PPR对延性影响,并提出了一种计算延性系数的方法,该方法同样适用于计算普通钢筋砼和预应力砼构件。根据试验结果,建议部分预应力砼构件考虑地震作用时,其相对受压区高度不大于0.25。     

三类混凝土受弯构件短期刚度通用公式

本文以双直线的弯矩-挠度曲线关系为基本计算模式,运用全过程非线性分析方法,利用计算机对有粘结、无粘结部分预应力与非预应力混凝土受弯构件进行大量的模拟计算,然后对模拟计算结果进行理论分析和数学回归分析来确定构件开裂后的平均刚度与各影响因素之间的量值关系,从而推导出适合上述三类混凝土受弯构件短期刚度的通用计算公式.对276根三类混凝土受弯试件的挠度计算结果表明,计算挠度值与试验实测挠度值吻合.     

矿渣粉的高掺与粉煤灰复合在商品混凝土的应用

本文通过对矿渣粉高掺与粉煤灰复合对商品混凝土性能与强度的进行了试验与分析。结果表明。矿渣粉的高掺与粉煤友复合配制商品混凝土可以发挥优势互补效应，使混凝土的性能得到进一步改善．并且成本更为经济的混凝土。     

浅析钢筋砼水平支撑的拆除施工

结合工程实例，浅析了在深基坑施工中，钢筋砼水平支撑梁拆除施工准备、施工组织及应急措施等。     

水泥混凝土中微量氯化物的测定

本文提出用稀硝酸浸提样品中氯化物,用氢氧化钠调节溶液至碱性,加过氧化氢,加热、过滤分离去除干扰离子.在硝酸介质中,通过比浊法测定水泥混凝土中微量氯化物.本法检出限为0.305μg/25mL,线性范围在2.0-60μg/25mL,方法回收率在97.2%-101.4%之间.结果表明,该法具有仪器简单,结果准确,无毒,对环境保护等优点.