Relevant bibliographies by topics / Concrete micro-environment temperature

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Academic literature on the topic 'Concrete micro-environment temperature'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Concrete micro-environment temperature"

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Egba, E. I., M. Ismail, and N. Bakhary. "Temperature Response in Hardened Concrete Subjected to Tropical Rainforest Environment." Engineering, Technology & Applied Science Research 7, no. 3 (2017): 1623–28. https://doi.org/10.5281/zenodo.809241.

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The objective of this paper is to characterize concrete micro-environment temperature response to the natural climate of the tropical rainforest. The peculiar warmth, high humidity, and low pressure nature of the tropical rainforest necessitated the present study. Temperature probes were inserted into concrete specimens subjected to the sheltered and unsheltered environment to measure the micro-environment temperature of the concrete, and study the hysteresis characteristics in relation to the climate temperature. Some mathematical relationships for forecasting the internal temperature of conc
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Egba, E. I., M. Ismail, and N. Bakhary. "Temperature Response in Hardened Concrete Subjected to Tropical Rainforest Environment." Engineering, Technology & Applied Science Research 7, no. 3 (2017): 1623–28. http://dx.doi.org/10.48084/etasr.1076.

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The objective of this paper is to characterize concrete micro-environment temperature response to the natural climate of the tropical rainforest. The peculiar warmth, high humidity, and low pressure nature of the tropical rainforest necessitated the present study. Temperature probes were inserted into concrete specimens subjected to the sheltered and unsheltered environment to measure the micro-environment temperature of the concrete, and study the hysteresis characteristics in relation to the climate temperature. Some mathematical relationships for forecasting the internal temperature of conc
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Aminu Alhassan, Yunusa, and Sunday Apeh. "Effect of micro-climate variations on carbonation rate of concrete in the inland environment." MATEC Web of Conferences 289 (2019): 02001. http://dx.doi.org/10.1051/matecconf/201928902001.

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In an inland environment, carbonation is the primary cause of initiation for potential corrosion of steel in reinforced concrete. This problem has been exacerbated over recent years by increased urbanisation and vehicular traffic, resulting in higher atmospheric carbon dioxide contents – a problem typical of economically active cities throughout the world. It is important that designers of reinforced concrete structures respond to these variations through appropriate specifications to ensure that structures perform satisfactorily over their intended service lives. This paper is part of a study
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Yan, H. Q., Ying Peng, and Qing Yuan Wang. "Experimental Research on Thermal Mechanical Behavior of Recycled Aggregate Concrete from Earthquake-Stricken Area." Advanced Materials Research 217-218 (March 2011): 1081–85. http://dx.doi.org/10.4028/www.scientific.net/amr.217-218.1081.

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Recycled aggregate concrete (RAC) is a kind of practical and economic material to reuse the great amount of construction and demolition wastes, which has received many discussions nowadays. In consistent with sustaining development, the recycled concrete that is made from recycled concrete aggregates could be a perfect solution to resource and environment preservation. Its thermal mechanical properties are different from other concretes as a result of different property of the aggregate of recycled concrete and other concrete. However, little research has been done under high temperatures. The
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Yuan, Min, Sheng Qiang, Yingli Xu, Yu Li, and Wenqiang Xu. "Research on Cracking Mechanism of Early-Age Restrained Concrete under High-Temperature and Low-Humidity Environment." Materials 14, no. 15 (2021): 4084. http://dx.doi.org/10.3390/ma14154084.

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How to prevent the cracking of tunnel lining concrete under a high-temperature and low-humidity environment has gradually become a challenge faced by the engineering community. Actually, the concrete structure will be restrained, which easily leads to cracking. Aiming at this problem, a self-restraint device of concrete specimens was designed in this paper, which aims to more realistically simulate the restrained state of concrete structures during construction. SEM, EDS and XRD detection methods were used to study the macroscopic and microscopic properties of an early-age restrained concrete
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Han, Juhong, Dunbin Wang, and Peng Zhang. "Effect of nano and micro conductive materials on conductive properties of carbon fiber reinforced concrete." Nanotechnology Reviews 9, no. 1 (2020): 445–54. http://dx.doi.org/10.1515/ntrev-2020-0034.

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AbstractIn this study, the pressure sensitivity and temperature sensitivity of the diphasic electric conduction concrete were investigated by measuring the resistivity using the four-electrode method. The diphasic electric conduction concrete was obtained by mixing nano and micro conductive materials (carbon nanofibers, nano carbon black and steel slag powder) into the carbon fiber reinforced concrete (CFRC). The results indicated that, with the increase of conduction time, the resistivity of CFRC decreased slightly at the initial stage and then became steady, while the resistivity of CFRC con
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Zhao, Juan. "The Chloride Ion Penetration Model Coupled with Temperature and Moisture Transfer in Marine Environment." Advanced Materials Research 591-593 (November 2012): 2422–27. http://dx.doi.org/10.4028/www.scientific.net/amr.591-593.2422.

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Considering the complexity of the chloride ion penetration in concrete exposed to marine environment, an integrated chloride penetration model coupled with temperature and moisture transfer is proposed. The governing equations and parameters embody fully the cross-impacts among thermal conduction, moisture transfer and chloride ion penetration. Furthermore, the four exposure conditions are classified based on the different contact with the aggressive marine environment, and then the micro-climate condition on the concrete surface is investigated according to the regional climate characteristic
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Mou, Ting Min, Xiao Jun Zhou, Bi Kun Fan, and Qing Jun Ding. "Frost Resistance of Steel Fiber Reinforced Micro-Expansive Concrete Filled Steel Tube." Applied Mechanics and Materials 204-208 (October 2012): 3956–60. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.3956.

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Abstract. This investigation was done based on the concrete filled steel tube (CFST) winter construction of Ganhaizi Bridge. Steel fiber reinforced micro-expansive concrete (SREC) with high frost-resistance ability, excellent fluidity and good self-compacting ability was prepared. Strength development mode under low temperature was illustrated. Scanning electron microscope (SEM) was used to analyze the morphology features of hydration products at the age of 28 days. It was confirmed that when the content of sodium nitrite was 0.4%, SREC did not frost under -5°C. In addition, SEM showed that et
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Zhang, Hui, Ren Shu Yang, Ling Zhao, and Hui Cao. "Mechanism of High-strength Concrete Damage Evolution Based on CT Observation." Advanced Materials Research 168-170 (December 2010): 498–504. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.498.

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To study damage evolution of high-strength concrete under the frozen environment, based on the background of YunCheng auxiliary shaft engineering, this paper studies the damage pattern of C100 concrete under loading by applying the method of industry CT scanning. It aims at showing the evolution process of concrete damage by contrasting of the damage factor on standard curing and negative temperature curing condition, which analyzes the trend of damage modulus of elasticity of C100 high-strength concrete uniaxial compression conditioned from the micro level, combining change of fractal dimensi
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Halúzová, Dušana. "Thermal Response Of An Aerated Concrete Wall With Micro-Encapsulated Phase Change Material." Slovak Journal of Civil Engineering 23, no. 2 (2015): 19–22. http://dx.doi.org/10.1515/sjce-2015-0008.

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Abstract For many years Phase Change Materials (PCM) have attracted attention due to their ability to store large amounts of thermal energy. This property makes them a candidate for the use of passive heat storage. In many applications, they are used to avoid the overheating of the temperature of an indoor environment. This paper describes the behavior of phase change materials that are inbuilt in aerated concrete blocks. Two building samples of an aerated concrete wall were measured in laboratory equipment called “twin-boxes”. The first box consists of a traditional aerated concrete wall; the
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Book chapters on the topic "Concrete micro-environment temperature"

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Ahalawat, Saurabh, Bhavana Sethi, and Bhavtosh Sharma. "NANOSCALE INNOVATIONS IN CEMENT: A SUSTAINABLE APPROACH FOR FUTURE INFRASTRUCTURE." In Futuristic Trends in Chemical Material Sciences & Nano Technology Volume 3 Book 23. Iterative International Publishers, Selfypage Developers Pvt Ltd, 2024. http://dx.doi.org/10.58532/v3becs23p2ch4.

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Over the last decade, there has been remarkable progress in the manufacture and application of all sorts of nanomaterials. This is especially true for nanoparticles, which are now found in practically every area of our life. Construction is a crucial industry that provides building and infrastructure on which all sectors of the economy rely. Though the building industry is conventional, it is evolving by incorporating modern materials and technologies such as nanotechnology. Construction is recognised as one of the top ten nanotechnology applications that will most likely have an impact on peo
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Conference papers on the topic "Concrete micro-environment temperature"

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de Varennes, Nicole, Norm Spence, Mike O'Donoghue, and Vijay Datta. "Down-The-Hole without a Paddle: Corrosion Mitigation of Wellhead Surface Casings Using IMM Coatings." In Coatings+ 2020. SSPC, 2020. https://doi.org/10.5006/s2020-00015.

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Abstract For high temperature thermal operations in the oil and gas industry, such as wells used in steam assisted gravity drainage (SAGD) recovery, an extremely costly challenge has been to mitigate severe corrosion - with otherwise potentially dangerous consequences - of thousands of carbon steel near-surface casings. Until recently only a few mitigation options have been trialed, and with limited success. However, in the past five years, after an idea originating from the proven performance of a novel high temperature IMM (inert multi-polymeric matrix) coating preventing corrosion under ins
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Ondrejka Harbulakova, Vlasta, Adriana Estokova, Michaela Smolakova, and Martina Kovalcikova. "Mathematical Investigation of Concrete Corrosion – a Sustainability Study." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.038.

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The issue of sustainability is a major spur to innovation in the flied of civil engineering where the important role is decreasing the detrimental effects on environment and save raw materials and energy. Micro silica is a by-product of the industrial manufacture of ferrosilicon and metallic silicon in high temperature electric arc furnaces and is used as an additive for improving concrete properties. The paper presents the results of chemical corrosion and bio-corrosion tests on concrete samples with 5% addition of microsilica as well as on concrete samples with only Portland cement. Chemical
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Sarsam, Saad. "Reserving the Sustainability of Flexible Pavement In Terms Of Microcrack Healing." In INTERNATIONAL CONFERENCE ON ARCHITECTURAL AND CIVIL ENGINEERING 2020. Cihan University-Erbil, 2021. http://dx.doi.org/10.24086/aces2020/paper.195.

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The fatigue life of Asphalt concrete pavement consists of two components, namely the resistance to fracture and crack, and the ability to heal the micro cracks. Both processes changes with temperature and time. Such processes exhibit the sustainability potential of asphalt concrete pavement. Repeated traffic loading and environmental impact causes deterioration in asphalt concrete pavement mixes and exhibit micro cracking and decreases its stiffness. However, due to the crack healing phenomena effect, asphalt mixes can demonstrate strength recovery and prolongs the fatigue life of asphalt mixt
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Zingre, Kishor T., Xingguo Yang, and Man Pun Wan. "An Investigation of Microclimatic Impact of Cool Coating for Buildings in Low-Latitude and Tropical Climate." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-39739.

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This study investigates the impact of cool coating on air-conditioning energy savings and micro-climate of buildings in low-latitude and tropical climate by performing a computational study. The computational study was carried out using Integrated Environmental Solutions (IES) software which is plugged in with Computational Fluid Dynamics (CFD) program [1]. IES simulations (which uses the heat balance equations at building envelope surfaces and in indoor environment) were performed to investigate the roof surface temperature, while CFD simulations (which uses the Finite Volume Method) were per
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Dong, Yun, Jianfeng Zhang, Xia Chen, and Huaquan Yang. "Influence of Curing Temperature on the Deformation properties of Magnesium Oxide Micro-expansive Concrete." In 2016 International Conference on Civil, Transportation and Environment. Atlantis Press, 2016. http://dx.doi.org/10.2991/iccte-16.2016.91.

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Timmer, Alexander. "Pervious Concrete Grotto: A Modular Evaporative Micro Climate." In 112th ACSA Annual Meeting. ACSA Press, 2024. http://dx.doi.org/10.35483/acsa.am.112.8.

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Deploying research on the role of evaporative cooling utilizing pervious concrete, this project attempts to formalize the relationship between module form, aggregate form, and evaporative capacity through a physical installation. Utilizing passive environmental principles, in which the performance of the wall is dictated by its environment, in this case the access to rainwater and wind, the installation is always “on.” Intended as a system which could extend in all directions infinitely, utilizing Stan Allen’s concept of the field condition, the physical installation is understood to be a smal
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