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Numerical Analysis of Impact Compression Failure and Dynamic Mechanical Behavior of Lightweight Aggregate Concrete at Low Temperatures 低温下轻骨料混凝土冲击压缩破坏及动态力学性能数值分析
4区 工程技术 Q2 Engineering Pub Date : 2023-10-27 DOI: 10.3151/jact.21.821
Zhengyu Duan, Zhiwu Zhu, Hongming Su, Fulai Zhang, Zhijian Mao
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引用次数: 0
Influence of Temperature in the Early-age Elastic Modulus Evolution of Cement Pastes and Concrete 温度对水泥浆体和混凝土早期弹性模量演化的影响
4区 工程技术 Q2 Engineering Pub Date : 2023-10-26 DOI: 10.3151/jact.21.803
José Granja, Renan Rocha Ribeiro, Thomas Russo, Rodrigo Lameiras, Miguel Azenha
The influence of temperature on the hydration of cementitious materials has been traditionally modelled using the maturity concept and Arrhenius law. This approach yields a single material property, called apparent activation energy (Ea), that describes the whole temperature dependence. Determining Ea experimentally has sparked controversy, such as whether the different properties (e.g., compressive strength, tensile strength, E-modulus) exhibit different Ea, whether a single Ea value exists for the entire hydration process, or whether cement paste and concrete possess the same Ea. Furthermore, studies measuring Ea from elastic modulus measurements are truly scarce, likely due to experimental challenges with measuring this property at early-ages. This work investigated the influence of temperature on the elastic modulus evolution of cement paste and concrete. A single mix for each material was tested with the EMM-ARM (Elasticity Modulus Measurement through Ambient Response Method) methodology under three different isothermal conditions. The resulting elastic modulus evolution curves were used to derive Ea evolution curves from two traditional computation methods: the ‘speed’ method and the ‘derivative of speed’ method. Results showed that the elastic modulus evolution of both materials initially presented a constant Ea, independent of temperature and hydration development as preconized by the classical Arrhenius law. However, as hydration progressed to later stages, the activation energy exhibited evident dependencies on both temperature and hydration levels. Cement paste and concrete consistently exhibited different Ea values throughout hydration, with concrete having higher values. The use of the Ea curves to superimpose the different experimental elastic modulus evolution curves by means of the equivalent age concept led to near-perfect superpositions, strengthening the validity of this concept when applied to elastic modulus evolution.
温度对胶凝材料水化的影响传统上是用成熟度概念和阿伦尼乌斯定律来建模的。这种方法产生了一个单一的材料属性,称为表观活化能(Ea),它描述了整个温度依赖性。实验确定Ea引发了争议,例如不同的性能(如抗压强度、抗拉强度、e -模量)是否表现出不同的Ea,整个水化过程是否存在单一的Ea值,或者水泥浆体和混凝土是否具有相同的Ea。此外,通过弹性模量测量Ea的研究确实很少,可能是由于早期测量该性能的实验挑战。研究了温度对水泥浆体和混凝土弹性模量演化的影响。在三种不同的等温条件下,使用EMM-ARM(通过环境响应法测量弹性模量)方法对每种材料的单一混合物进行了测试。利用得到的弹性模量演化曲线,分别用“速度法”和“速度导数法”两种传统计算方法推导出弹性模量演化曲线。结果表明,两种材料的弹性模量演化最初呈现恒定的Ea,不受温度和水化发展的影响,这是经典Arrhenius定律所预测的。然而,随着水化过程的进行,活化能对温度和水化水平都表现出明显的依赖性。水泥浆体和混凝土在水化过程中始终表现出不同的Ea值,混凝土的Ea值较高。利用等效年龄概念对不同实验弹性模量演化曲线进行叠加,得到了接近完美的叠加,增强了等效年龄概念应用于弹性模量演化的有效性。
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引用次数: 0
Error Factors in Quantifying Inorganic Carbonate CO<sub>2</sub> in Concrete Materials 无机碳酸盐CO&lt;sub&gt;2&lt;/sub&gt;在混凝土材料中
4区 工程技术 Q2 Engineering Pub Date : 2023-10-21 DOI: 10.3151/jact.21.789
Haruka Takahashi, Ippei Maruyama, Takahiro Ohkubo, Ryoma Kitagaki, Yuya Suda, Atsushi Teramoto, Kazuko Haga, Takahiro Nagase
In this study, CO2 quantification was performed on various concrete binder and aggregates by back titration, ther-mogravimetric method, and combustion-infrared absorption method, and their mutual consistency and error factors due to material characteristics were investigated. The back titration measures CO2 directly and is considered the suitable method for both materials, although the effect of sulfide was a concern. On the other hand, the TGA method was revealed to have the possibility of underestimating or overestimating the CO2 determination because the oxidation of sulfides in blast furnace slag, combustion of unburned carbon in fly ash, and dehydration of clay minerals in aggregate overlapping with the temperature range of calcination of calcium carbonate. In the combustion-infrared absorption method, elemental or organic carbon encapsulated in aggregate particles may underestimate or overestimate the CO2 content. In blended cement, sulfur compounds may interfere with the infrared absorption of CO2 and overestimate the amount of CO2. Based on these results, back titration was considered the most suitable method for determining CO2 for concrete materials. It is essential to understand the characteristics of each sample contained and select appropriate methods for CO2 quantification of concrete materials and concrete.
本研究通过反滴定法、热重法和燃烧-红外吸收法对各种混凝土粘结剂和骨料进行了CO2定量,并考察了它们之间的相互一致性和由于材料特性造成的误差因素。反滴定法直接测量二氧化碳,被认为是适用于这两种材料的方法,尽管硫化物的影响是一个问题。另一方面,由于高炉炉渣中硫化物的氧化、粉煤灰中未燃碳的燃烧、骨料中粘土矿物的脱水与碳酸钙煅烧温度范围重叠,揭示了TGA法存在低估或高估CO2测定值的可能性。在燃烧-红外吸收法中,包裹在团聚颗粒中的元素碳或有机碳可能会低估或高估CO2含量。在混合水泥中,含硫化合物可能会干扰CO2的红外吸收,使CO2的量被高估。基于这些结果,反滴定法被认为是测定混凝土材料CO2最合适的方法。必须了解所含样品的特性,并选择合适的方法对混凝土材料和混凝土进行CO2量化。
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引用次数: 0
An Adaptive Homogenization Scheme for Modeling the Effective Elastic Properties of Early Age Concrete 早期混凝土有效弹性特性建模的自适应均质化方案
4区 工程技术 Q2 Engineering Pub Date : 2023-09-20 DOI: 10.3151/jact.21.777
Tuan Nguyen-Sy, Minh-Quan Thai, Ngoc-Minh Vu
This study aims to develop a simple yet accurate adaptive homogenization approach for modeling the effective elastic properties of concrete for the whole hydration range from early age to hardened state. Considering available data from a similar microstructure, the method accurately accounts for the impact of cement hydration degree on the effective elastic properties of the heterogeneous concrete mixture. The simulation results have been validated against experimental data and demonstrate exceptional agreement. Also, we have detailly discussed the role of water and the effect of the destructive and non-destructive measurement methods. The model’s simplicity and accuracy make it highly applicable in practical engineering scenarios.
本研究旨在开发一种简单而准确的自适应均质化方法,用于模拟混凝土从早期水化到硬化状态整个水化范围内的有效弹性特性。考虑到类似微观结构的现有数据,该方法准确地解释了水泥水化程度对非均质混凝土混合料有效弹性性能的影响。仿真结果与实验数据进行了比较,结果非常吻合。此外,我们还详细讨论了水的作用以及破坏性和非破坏性测量方法的影响。该模型具有简单、准确的特点,在实际工程场景中具有很高的适用性。
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引用次数: 0
Steel Fiber to Improve Thermal Resistance of High Strength PVA-ECC after Exposure to Elevated Temperature 钢纤维提高高强度PVA-ECC高温耐热性能的研究
4区 工程技术 Q2 Engineering Pub Date : 2023-09-20 DOI: 10.3151/jact.21.748
Yuxuan Zhou, Qing Wang, Mianheng Lai, Johnny Ching Ming Ho
The use of engineered cementitious composite with polyvinyl alcohol fiber has shown excellent potential in building facilities due to its strain-hardening and multiple-cracking features. However, when polyvinyl alcohol fiber melts at around 230°C, spalling behavior of engineered cementitious composite may occur, weakening the mechanical properties and reducing ductility of high strength engineered cementitious composite. Thus, investigating the fire resistance is of great significance. By adding steel fibers to cementitious composites, qualitative and quantitative comparisons were done through observing appearance changes, spalling extent, surface cracking, mass loss, and residual mechanical properties. Results indicate that steel fiber can increase the risk of spalling and surface cracking in high strength engineered cementitious composite, improve residual mechanical abilities also. The ductility varies with steel fiber content at different elevated temperatures. Scanning electron microscopy results show that more hydration products are produced on the surface of steel fiber at 400°C, which improves interface transition zones between fiber and cementitious materials. However, an oxidation film found on the surface of steel fiber at 800°C triggers negative effect on bridging.
聚乙烯醇纤维工程胶凝复合材料具有应变硬化和多次开裂的特点,在建筑设施中具有良好的应用前景。然而,当聚乙烯醇纤维在230℃左右熔化时,工程胶凝复合材料可能出现剥落行为,使高强工程胶凝复合材料的力学性能变弱,延性降低。因此,研究其耐火性能具有重要意义。将钢纤维加入胶凝复合材料中,通过观察其外观变化、剥落程度、表面开裂、质量损失和残余力学性能进行定性和定量比较。结果表明,钢纤维可增加高强工程胶凝复合材料的剥落和表面开裂风险,提高其残余力学性能。在不同的高温条件下,钢纤维的掺量不同,其延展性也不同。扫描电镜结果表明,在400℃时,钢纤维表面产生了更多的水化产物,改善了纤维与胶凝材料之间的界面过渡区。然而,在800℃时,钢纤维表面的氧化膜对桥接产生负面影响。
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引用次数: 0
Stress Self-sensitivity of Carbon Black-filled Mortar under Nondestructive Compression and the Effects of Electric Circuit and Specimen Dimensions 炭黑填充砂浆无损压缩应力自敏感性及电路和试件尺寸的影响
4区 工程技术 Q2 Engineering Pub Date : 2023-09-15 DOI: 10.3151/jact.21.762
Vo Minh Chi, Nguyen Min Hai, Nguyen Lan, Nguyen Van Huong
Cement-based materials with self-sensing capabilities have the potential to be used as compression load cells in various applications. This study aims (i) to clarify the change in resistivity in self-sensing mortar (SSM) under nondestructive compressive stress and the underlying mechanism of this change, (ii) to examine the effects of different conditions such as electric circuit and specimen dimension on this relationship. The study involved SSM specimens containing 7% carbon black powder with various parameters, including excitation voltage, intermediate resistor for the electric circuit, and electrode distance, dimensions of the cube SSM specimen. Additionally, scanning electron microscopy (SEM) observations were performed to investigate the dispersion of carbon black in the cementitious matrix. SEM observations reveal the agglomeration and dispersion of carbon black within the cementitious matrix, creating a conductive network in SSM. The measurement results showed the resistivity change was nonlinear but displayed nearly linear behavior within a specific range of compressive stress. The slope of this change increased with larger specimen cross-section, shorter electrode distance, and a smaller value for the intermediate resistor in the electric circuit. A regression analysis was conducted to predict the change in resistivity of SSM under nondestructive compressive stress, while taking these effects into account.
具有自传感能力的水泥基材料具有在各种应用中用作压缩测压元件的潜力。本研究旨在(i)阐明自感砂浆(SSM)在无损压应力作用下电阻率的变化及其潜在机制,(ii)考察电路和试件尺寸等不同条件对这一关系的影响。本研究涉及含有7%炭黑粉末的SSM试样,其参数包括激励电压、电路中间电阻、电极距离、立方体SSM试样的尺寸等。此外,通过扫描电镜(SEM)观察了炭黑在胶凝基质中的分散情况。SEM观察揭示了炭黑在胶凝基质内的聚集和分散,在SSM中形成导电网络。测量结果表明,电阻率的变化是非线性的,但在一定的压应力范围内表现为近似线性的变化。试样截面越大,电极距离越短,电路中中间电阻的值越小,变化的斜率越大。在考虑这些影响的情况下,通过回归分析预测非破坏性压应力作用下SSM电阻率的变化。
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引用次数: 0
Effect of Sodium Paraben-based Anti-fungal Agents in Controlling the Aspergillus Niger Growth in Cement Mortars 对羟基苯甲酸钠抗真菌剂对水泥砂浆中黑曲霉生长的控制作用
IF 2 4区 工程技术 Q2 Engineering Pub Date : 2023-09-09 DOI: 10.3151/jact.21.680
Syed Badar Farooq, M. Sikandar, Muhammad Hanif Khan, Qiuhong Zhao, Han Zhu, Nabi Ullah, Muhammad Noman, Inam Ul Haq Khan
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引用次数: 0
The Efficiency of the Ordinary Polypropylene Fiber in Producing One-part Alkali-Activated Slag Composites with Strain-Hardening Behavior 普通聚丙烯纤维制备具有应变硬化性能的单组分碱活性渣复合材料的效率
IF 2 4区 工程技术 Q2 Engineering Pub Date : 2023-09-08 DOI: 10.3151/jact.21.695
Allahverdi Bahrami, K. Behfarnia, Reza Soltanabadi
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引用次数: 0
Predicting the Ultimate Properties of Engineered Cementitious Composites by Maturity Method 用成熟度法预测工程胶凝复合材料的极限性能
IF 2 4区 工程技术 Q2 Engineering Pub Date : 2023-09-08 DOI: 10.3151/jact.21.735
Özlem Kasap Keskin, Süleyman B Keskin, Kamil Tekin
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引用次数: 0
Experimental Study of Graphene Oxide on Hydration Process of Tricalcium Silicate 氧化石墨烯对硅酸三钙水化过程的实验研究
IF 2 4区 工程技术 Q2 Engineering Pub Date : 2023-09-07 DOI: 10.3151/jact.21.719
Zhanguo Li, Huan Du, Zigeng Wang, Yue Li
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引用次数: 0
期刊
Journal of Advanced Concrete Technology
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