混凝土材料损伤-自愈行为的湿化力多场耦合分析

荷载与环境共同工作下的混凝土损伤-愈合力学行为具有典型的内在湿化力多场耦合特征．本文以混凝土中CaCO3 沉淀自愈机制为例,建立了一种湿-化-力多场耦合分析模型．通过引入一组扩散和化学反应方程,对材料微观结构层次的物理化学过程进行数学建模．随后,基于连续损伤愈合力学理论,将自愈效应引入混凝土损伤本构关系,发展出混凝土湿化力耦合分析模型并进行模型验证．针对单轴拉伸混凝土试样进行多场耦合数值分析,考察了关键参数对愈合过程的作用规律以及自愈进程对混凝土材料力学行为的影响．本文的研究为混凝土在运行环境下的损伤-愈合行为以及性能演变提供了定量分析方法．     

卵形弹垂直侵彻混凝土介质的量纲分析

针对卵形弹侵彻半无限厚混凝土介质,采用量纲分析的方法建立了相关参数的无量纲化的函数关系,通过质量为2.85kg,弹径为50.8mm的卵形弹垂直侵彻混凝土实验确定撞击混凝土侵深的工程表达式.     

建筑垃圾再生混凝土的性价比研究

为了能够有效进行材料力学性能及成本耗费的比较研究, 提出了价格-强度比和价格-模量比两个衡量指标. 在再生混凝土材料体系设计方面, 骨料取自建筑垃圾混凝土, 选取了砂率分别为30%、37%和39%的3种材料体系. 通过添加不同比例的矿物掺合料, 形成了不同的材料配合比. 通过一维应力压缩实验, 得到了材料的模量和强度. 通过比较价格-强度比和价格-模量比的定量结果, 得到了性价比最优的材料配合比设计. 研究结果对于合理利用建筑垃圾形成力学性能优良的再生混凝土具有参考意义.     

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.     

Evaluating Properties of Green Concrete Produced Using Waste Marble Powder,Quarry Dust,and Paper Pulp

Industrial waste locks are used as raw materials to reduce harmful effects on the environment and improve environmental performance. Marble clay powder can be used as a filling aid and can fill voids in concrete structures. This article will show you how to use a maximum natural sand alternative in concrete with marble powder and quarry dust. The challenge of the 21st century is to change to a new form that can support the natural system. This necessitates a radical rethinking of how to give the community infrastructure and housing. Making a concerted effort to develop novel, innovative, and alternative construction materials may be necessary. Jungles of concrete around cause's impact on the Environment and it would result in climate change. Mankind must avoid the use of things that are detrimental to the environment. So in this paper, it is decided to address the issue by adopting the use of the green concrete concept which is environmentally friendly. Green concrete is concrete made up using industrial wastes such as marble powder, quarry dust, wood ash, paper pulp, etc. Green concrete, which is capable of sustainable development, helps to reduce the consumption of natural resources, energy use, and environmental pollution. Green concrete is more cost-effective than ordinary concrete and reduces the cost of resultant concrete by 14%–20%. It is also observed that the alkali-aggregate reaction and sulfate attack resistance of concrete are both significantly improved. Green concrete is a useful tool for lowering environmental pollution and enhancing concrete's resistance to harsh conditions. All stages of infrastructure construction and rehabilitation will follow this trend of using new cement and techniques. Green concrete's adaptability and its performance derivatives will meet a variety of future needs.     

钢筋混凝土柱二阶配筋的不同计算方法对比

计算钢筋混凝土柱的配筋,需要迭代求解材料非线性和几何非线性问题,不便实际应用。基于混凝土和钢筋的本构关系,根据截面应变求解精确的截面内力-曲率关系,简化杆件变形曲线为二次抛物线来计算外部作用。根据精确的截面内力-曲率曲线和外部作用曲线的特点,分别按照我国《混凝土结构设计规范》(GB 50010-2010)和欧洲规范(Eurocode 2),对截面的极限曲率进行了简化,最后绘制了计算杆件二阶总弯矩和配筋的总诺模图。通过具体算例对比分析,结果显示欧洲规范的简化与精确值更相符,且更经济。