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Journal of Advanced Concrete Technology最新文献

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Study on Mix Proportion Design Procedure for Super-high Cementitious RCC with Stone Powder Replacement 粉体置换超高水泥基碾压混凝土配合比设计程序研究
IF 2 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-03-16 DOI: 10.3151/jact.21.123
Y. Aosaka, Shoji Tsutsui, T. Miki
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引用次数: 0
Study on the Axial Load Response of RC Columns Confined by CTRC Subjected to Dry-Wet Cycles 干湿循环作用下混凝土柱轴心荷载响应研究
IF 2 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-03-07 DOI: 10.3151/jact.21.107
Qin Zhang, Nai-Hao Zheng, Wenjin Li, Xing fa Gu, Rong Liu
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引用次数: 0
Cyclic Behavior of Interfaces for Seismically Retrofitted RC Buildings 抗震加固钢筋混凝土建筑界面的循环性能
IF 2 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-02-19 DOI: 10.3151/jact.21.92
Taizo Yamada, Y. Takase, T. Abe
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引用次数: 0
Cyclic Behavior of Steel-Concrete Composite Dowel by Clothoid-Shaped Shear Connectors under Fully Reversed Cyclic Stress 完全反向循环应力作用下clocloshaped Shear连接件钢-混凝土组合销钉的循环性能
IF 2 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-02-11 DOI: 10.3151/jact.21.76
A. Suzuki, Keigo Hiraga, Y. Kimura
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引用次数: 3
Analysis of Non-uniform Local Strain in Corroded Reinforcing Bar in Concrete using Digital Image Correlation 混凝土锈蚀钢筋非均匀局部应变的数字图像相关分析
IF 2 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-01-26 DOI: 10.3151/jact.21.42
Haoyu Peng, Kumar Avadh, K. Nagai
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引用次数: 0
Terahertz (THz) Wave Imaging in Civil Engineering to Assess Self-Healing of Fiber-Reinforced Cementitious Composites (FRCC) 土木工程中太赫兹波成像评估纤维增强水泥基复合材料(FRCC)的自愈性
IF 2 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-01-24 DOI: 10.3151/jact.21.58
T. Nishiwaki, Koshi Shimizu, T. Tanabe, D. Gardner, R. Maddalena
Although numerous studies have proven the effectiveness of self-healing technologies in concrete, its practical application is limited to only few trials. One of the reasons lies in the lack of self-healing in-situ non-destructive evaluation methods as opposed to invasive and extensive laboratory testing. In this study, a novel Terahertz (THz) wave imaging technique is proposed as a simple, non-destructive, and non-contact measurement methodology to quantitatively evaluate the self-healing effectiveness of cementitious materials. Experiments were conducted in fiber-reinforced cementitious composites (FRCC), which confirmed self-healing performance based on a combination of stimulated autogenous and autonomous healing by using supplementary cementitious materials (FRCC), and PVA fibers; the self-healing index was also calculated by using novel THz wave measurement and compared with existing evaluation methods. Simultaneously, sorptivity test and microstructural characterization on damaged and healed specimens were conducted as the conventional methods. As a result, the proposed THz imaging successfully quantified the self-healing performance on cementitious samples. Also, a correlation between the recovery rate (cracked/healed) measured by sorptivity test and THz wave imaging was defined.
尽管许多研究已经证明了混凝土自愈技术的有效性,但其实际应用仅限于少数试验。其中一个原因是缺乏自我修复的原位无损评估方法,而不是侵入性和广泛的实验室检测。在这项研究中,提出了一种新的太赫兹(THz)波成像技术,作为一种简单,非破坏性和非接触的测量方法来定量评估胶凝材料的自愈效果。在纤维增强胶凝复合材料(FRCC)中进行了实验,通过使用补充胶凝材料(FRCC)和PVA纤维,证实了基于受激自愈合和自主愈合相结合的自修复性能;采用新型太赫兹波测量方法计算了自愈指数,并对现有评价方法进行了比较。同时,按照常规方法对损伤和愈合后的试样进行了吸附性能测试和显微组织表征。因此,所提出的太赫兹成像成功地量化了胶凝样品的自愈性能。此外,还定义了吸附率测试测量的恢复速率(裂纹/愈合)与太赫兹波成像之间的相关性。
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引用次数: 1
Crack Resistance under Compressive Stress of Concrete Made Using Granulated Blast-furnace Slag Sand 高炉矿渣颗粒砂混凝土抗压应力下的抗裂性能
IF 2 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-01-14 DOI: 10.3151/jact.21.17
Ryota Hashimoto, K. Onoue
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引用次数: 1
Space Averaging of Electric Field accompanying Corrosion of Reinforcement and its Verification by Pseudo-Concrete 钢筋腐蚀电场空间平均及其伪混凝土验证
4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-01-13 DOI: 10.3151/jact.21.25
Zhao Wang, Koichi Maekawa, Fuyuan Gong
This paper aims to verify a space-averaged electric filed simulation, where the whole surfaces of reinforcing bars are blended into the 3D finite volume for identifying the electric potential to drive the macro-cell corrosion of structural concrete. Experimental verification is conducted with transparent pseudo-concrete, which has chemical pore-solutions similar to those of concrete, and with which the location of anodic poles accompanying brownish rusts and the cathodic ones surrounded by hydrogen bubbles may be visually identified. The proposed electro-chemical analysis platform to be integrated with ion transport and equilibrium is adopted for full consistency with dispersed reinforcing bars. Global macro-cell corrosions of tunnel mockup and reinforcement layers induced by electric current leakage are verified quantitatively with dispersed multi-ion concentration as well as corrosion profile.
本文旨在验证空间平均电场模拟,其中钢筋的整个表面混合到三维有限体积中,以识别驱动结构混凝土宏观细胞腐蚀的电势。用透明的伪混凝土进行了实验验证,该伪混凝土具有与混凝土相似的化学孔隙溶液,可以直观地识别伴随褐锈的阳极极和被氢气泡包围的阴极极的位置。采用离子输运和平衡相结合的电化学分析平台,与分散钢筋完全一致。利用分散多离子浓度和腐蚀剖面,定量验证了漏电流对隧道模型和加固层的整体宏观腐蚀。
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引用次数: 3
X-ray Microtomography Study on the Cemented Structure of Cemented Granular Materials 胶结颗粒材料胶结结构的x射线微层析成像研究
IF 2 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-01-12 DOI: 10.3151/jact.21.1
Wei-chang Qin, Feng Jin, Siyuan Yang, Duruo Huang
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引用次数: 0
Radiation-induced Alteration of Meta-chert 辐射引起的元岩改变
IF 2 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2022-12-27 DOI: 10.3151/jact.20.760
I. Maruyama, T. Kondo, S. Sawada, P. Halodová, Alica Fedoriková, Takahiro Ohkubo, Kenta Murakami, Takafumi Igari, E. T. Rodriguez, Kiyoteru Suzuki
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引用次数: 1
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