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Relevant bibliographies by topics / Autoclaved aerated concrete (AAC)

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Academic literature on the topic 'Autoclaved aerated concrete (AAC)'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Autoclaved aerated concrete (AAC)"

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Thongtha, Atthakorn, Somchai Maneewan, Chantana Punlek, and Yothin Ungkoon. "Reducing Heat Conduction of Autoclaved Aerated Concrete Wall Using Phase Change Material." Advanced Materials Research 807-809 (September 2013): 2779–83. http://dx.doi.org/10.4028/www.scientific.net/amr.807-809.2779.

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In this work, the effect of the salt hydrated phase change material (PCM) on microstructure and heat conduction of the autoclaved aerated concrete (AAC) was studied. The microstructure in the AAC and AAC with composed phase change material was imaged by scanning electron microscopy (SEM). The ability in heat conduction was compared among AAC (AAC1), AAC with composed phase change material (0.417 (AAC2) and 0.833 (AAC3) kg/m2 in contents), and AAC which was composed by PCM (0.417 (AAC4) and 0.833 (AAC5) kg/m2 in contents) and was coated by the cement in 2 sides. These ones were tested the thermal delay at 40, 50 and 60 °C using the heater that was the thermal source. It was found that the optimum content of PCM on top surface was found at 0.417 kg/m2 because the minimum heat conduction and the lowest average temperatures of inside wall and inside room were shown in this sample at 40, 50 and 60 °C.

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MATSUSHITA, Fumiaki, Sumio SHIBATA, Fumihiko NAKAMURA, and Takehiko ASANO. "DURABILITY IMPROVEMENT FOR AUTOCLAVED AERATED CONCRETE (AAC) : CARBONATION EVALUATION METHOD FOR AUTOCLAVED AERATED CONCRETE (AAC)." AIJ Journal of Technology and Design 5, no. 9 (1999): 29–32. http://dx.doi.org/10.3130/aijt.5.29_2.

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Fu, Ze Wu, and San Hai Zeng. "Mix Ratio Test and Basic Property Analysis for Autoclaved Aerated Concrete (AAC) Block." Advanced Materials Research 446-449 (January 2012): 508–12. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.508.

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Through the mix ratio optimization test, the appropriate autoclaved aerated concrete block may be prepared for the production demand, whose technical indexes could satisfy the requirement of national specification. Furthermore, in the light of the research on the property of autoclaved aerated concrete block for this mix ratio, the strength of concrete block would decrease with the increase of total porosity among the pore diameter from 0.5mm to 1.5mm. The autoclaved aerated concrete block possessed the strong capability of absorbing water, so the volume water absorption rate increased quickly at first and then went down furiously, which could make the shrinkage of autoclaved aerated concrete block augment because of the decrease of its water absorption rate.

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Stanescu, George, Alina Badanoiu, Adrian Nicoara, and Georgeta Voicu. "Brick and Glass Waste Valorisation in the Manufacture of Aerated Autoclaved Concrete." Revista de Chimie 70, no. 3 (2019): 828–34. http://dx.doi.org/10.37358/rc.19.3.7015.

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Autoclaved aerated concrete (AAC) is a light building material with high porosity, used to improve thermal and sound insulation of the buildings. AAC have a much better thermal efficiency than traditional masonry materials (bricks) or reinforced concrete elements; its use reduces the energy consumption (up to 7%) and consequently the carbon footprint of construction sector. The main constituents of autoclaved aerated concretes are portland cement, siliceous material (aggregate), water and different types of admixtures and additives (lime, foaming agent etc.). The aim of the research presented in this paper is to reduce the environmental impact of the technological process of ACC manufacturing; in this respect, one of the main components of AAC i.e. sand (natural raw material) was substituted with two types of inorganic waste i.e. glass (cullet) and waste brick; the sand substitution rate was comprised between 12.5-100% wt. The results indicate that both glass and brick waste can be incorporated into the autoclaved aerated concrete (AAC) structure without major modifications of apparent density (maximum 10% increase in correlation with substitution amount). For similar values of the apparent density, the AACs prepared with glass waste have higher values of compressive strength and thermal conductivity as compared with AAC with brick waste.

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Thongtha, Atthakorn, Somchai Maneewan, Chantana Punlek, and Yothin Ungkoon. "Improving Mechanical Properties of Autoclaved Aerated Concrete by Sugar Sediment." Advanced Materials Research 807-809 (September 2013): 1266–69. http://dx.doi.org/10.4028/www.scientific.net/amr.807-809.1266.

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The comparison of microstructure and mechanical properties between the autoclaved aerated concrete (AAC) and the autoclaved aerated concrete consist of sugar sediment (AAC-SS) was investigated in this work. The microstructure of AAC and AAC-SS was analyzed by the scanning electron microscopy (SEM). The mechanical properties of AAC and AAC-SS were focused on the compressive strength, the density, the water absorption and the flexural strength. To comfirm the tobermorite phase, the phase formation of the samples was tested using X-ray diffraction (XRD). It was found that the microstructure of AAC and AAC-SS surface was the finer needle-like crystalline morphology. The compressive strength (5.9 N/mm2) and flexural strength (1.82 N/mm2) of AAC-SS were higher than that of the AAC (5.0 N/mm2 and 1.64 N/mm2). While, the value of density (0.60 g/cm3) and humidity (23.59%) of AAC-SS had little less than that of the AAC (0.61 g/cm3 and 24.11%). The increasing of the tobermorite phase, which was added by the sugar sediment, had affected to the improvement of the mechanical properties. The specimens of both AAC and AAC-SS were claimed in quality class of 4, which based on the Thai Industrial Standard 1505-1998.

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Struhárová, Alena. "Measuring the Thermo-Technical Parameters of Autoclaved Aerated Concrete." Applied Mechanics and Materials 824 (January 2016): 100–107. http://dx.doi.org/10.4028/www.scientific.net/amm.824.100.

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Bulk density and moisture content are factors that significantly affect the physical properties of autoclaved aerated concrete (AAC) including thermal conductivity and other thermo-technical characteristics. This article shows the results of measurements of compressive strength, capillary absorption, water absorption and porosity of AAC (ash on fluidized fly ash) at different bulk density and also the results of thermal conductivity of AAC at different bulk density and variable moisture content of the material. The thermo-technical properties were measured using the Isomet 2104, a portable measuring device. Acquired results demonstrate dependence of physical properties including thermal conductivity of AAC on bulk density and moisture content. The reliability and accuracy of the method of measuring was also shown.

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Lapovska, Svitlana Davydivna, Tetyana Mykolaivna Demchenko, Oleksandr Yuriyovich Kovalchuk, and Victoriya Oleksandrivna Chornovol. "On the Question of the Application of Basalt Microfiber for Reinforcement of Thermal Insulation AAC." Key Engineering Materials 864 (September 2020): 122–27. http://dx.doi.org/10.4028/www.scientific.net/kem.864.122.

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The article describes the first exploratory studies on the reinforcement of heat-insulating autoclaved aerated concrete with a basalt microfiber. The aim of the work is to obtain autoclaved aerated concrete of reduced density with improved tensile and bending characteristics. The first results obtained using basalt microfiber for reinforcing cellular concrete with a density of 150 kg/m3 are analyzed.

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Struhárová, Alena, Stanislav Unčík, Svetozár Balkovic, and Mária Hlavinková. "Influence of Fluidized Fly Ash on the Selected Physical-Mechanical Properties of the Autoclaved Aerated Concrete." Advanced Materials Research 899 (February 2014): 409–14. http://dx.doi.org/10.4028/www.scientific.net/amr.899.409.

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Fluidized fly ash has different physical and chemical properties compared to fly ash emerging from classic combustion. It contains amorphous phases resulting from a dehydration of clay minerals as well as unreacted sorbent of CaCO3, free CaO and anhydrite (CaSO4). Work targets the possibilities of production of an autoclaved aerated concrete (AAC) from fluidized fly ash, and its influence on particular physical-mechanical properties of autoclaved aerated concrete.

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Raue, Erich, and Enrico Tartsch. "EXPERIMENTAL RESULTS OF FATIGUE AND SUSTAINED LOAD TESTS ON AUTOCLAVED AERATED CONCRETE." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 11, no. 2 (2005): 121–27. http://dx.doi.org/10.3846/13923730.2005.9636341.

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The fatigue strength of concrete is lower than its static strength. An attempt was made to accelerate the destabilisation process due to microcracking by the application of fatigue loads. The aim of this was to get ready access to information about concrete's sustained loading strength. The fatigue strength of autoclaved aerated concrete (AAC) was observed by applying cyclic loads to unreinforced cylinders. AAC was found to be less sensitive to fatigue loads than lightweight concrete. The fatigue tests were supplemented by tests using sustained loads. It could be assumed that the behaviour under both static and fatigue loads was comparable with that of lightweight and normal concrete. A substantial influence of load duration was found, especially at high load levels.

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Zhang, Ye, Peng Xuan Duan, Bao Sheng Jia, and Lei Li. "A Comparative Study on Production of Autoclaved Aerated Concrete by Coal Gangue Fly Ash." Applied Mechanics and Materials 395-396 (September 2013): 433–38. http://dx.doi.org/10.4028/www.scientific.net/amm.395-396.433.

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In this paper, compared with common fly ash, the low-silicon coal gangue fly ash is used to produce fly ash autoclaved aerated concrete. The influences of water binder ratio, coal gangue fly ash content, calcareous content and conditioning agents on the compressive strength of the autoclaved aerated concrete are investigated. The results indicate the coal gangue fly ash has different properties from the common fly ash such as its granule appearance and the activity as AAC siliceous raw material. It is noting that the coal gangue fly ash can also be used to prepare AAC blocks by optimizing the raw material formulation and procedure and its B05 product can reach the China top industrial standard.

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Dissertations / Theses on the topic "Autoclaved aerated concrete (AAC)"

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Domingo, Eric Ray. "An introduction to Autoclaved Aerated Concrete including design requirements using strength design." Manhattan, Kan. : Kansas State University, 2008. http://hdl.handle.net/2097/543.

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Abu, Yousef Ali Emad. "Evaluation of the shear design provisions of ACI 523.4R for autoclaved aerated concrete members." Thesis, [Austin, Tex. : University of Texas, 2009. http://hdl.handle.net/2152/ETD-UT-2009-05-113.

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Report (M.S. in Engineering)--University of Texas at Austin, 2009.<br>Title from PDF title page (University of Texas Digital Repository, viewed on August 7, 2009). Includes bibliographical references.

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Campbell, Alanna Stacey. "Consolidant particle transport in limestone, concrete and bone." Thesis, University of Edinburgh, 2013. http://hdl.handle.net/1842/8070.

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The use of chemically compatible nano and fine particle colloidal consolidants is a new development within the field of cultural heritage conservation and applied most widely so far to the historic built environment. The ability to introduce a significantly higher quantity of chemically compatible consolidant to a substrate in fewer treatments with the possibility for greater penetration and fewer possible side-effects compared to more established consolidants is a significant advantage. This fundamental scientific study examines the effects of a colloidal calcium hydroxide (nanolime) consolidant on medieval and quarried limestone and autoclaved aerated concrete and the efficacy of a colloidal hydroxyapatite treatment on archaeological human bone. Both calcium hydroxide and hydroxyapatite were synthesised. Characterisation of both compounds was performed by X-ray diffraction spectroscopy and particle morphology was confirmed by electron microscopy. Particle size was determined by laser diffraction and particle tracking analysis techniques, used together to study these particle systems for the first time, and electron microscopy. The location of particles within treated substrates was established by electron and optical microscopy whilst effects on water transport were determined by imbibition experiments and numerical modelling. For the first time a modified sharp front model was applied to [particle-material]-material composites to aid the understanding of water transport in such materials. Mechanical testing was used to identify differences in material strength depending on treatment layer thickness and mercury intrusion porosimetry suggested extent of pore blocking. It was found that non-classical effects occur in the calcium hydroxide system synthesised in this study and that particle stability can be influenced by reagent concentration. For the first time material sorptivity properties, modality and pore size distribution of Lincoln stone and archaeological bone are reported. The application of a nanolime consolidant to autoclaved aerated concrete allowed the nature of the particle transport through a highly complex material to be determined, showing that the particle concentration decreases with increasing penetration depth. Shallow nanolime particle penetration into limestone appeared ineffective on compressive strength. In a novel study the prospects of a hydroxyapatite consolidant treatment for bone were also evaluated, finding the results to be inconclusive in this small study. For all consolidants a small reduction in material water sorptivity after treatment demonstrated the permeable nature of the treatment layer and suggests the avoidance of damage mechanisms due to highly restricted water transport. Knowledge of the efficacy and location of treatment particles and their affect on water movement, particularly in weathered material, within limestones and archaeological bone is important and was determined for all materials used in this study. This work adds to the understanding of such treatments and their capabilities and the nature of the porous materials used herein.

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Andolsun, Simge. "A Study On Material Properties Of Autoclaved Aerated Concrete (aac) And Its Complementary Wall Elements: Their Compatibility In Comtemporary And Historical Wall Sections." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607763/index.pdf.

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Examined in this study were some physical, mechanical, compositional and durability properties of AAC, its neighboring plasters and jointing adhesive, all of which were produced in Turkey. The compatibility of these materials inside the contemporary wall section and within historic fabric was discussed in terms of their material properties. In addition to the literature survey, laboratory studies were conducted on two types of AAC as G2 and G4, its jointing adhesive and exterior finishing layers as base coat, under coat, finish coat, water repellent finish coat<br>and some historical traditional construction materials of Anatolia as timber, masonry and infill brick, lime based exterior and interior plasters. The results were evaluated in terms of material properties of AAC, the compatibility of AAC and its complementary elements with each other and with the historic timber framed structures in Anatolia. It was concluded that the use of AAC in repairs of historical structures could be discussed only if the original infill is lost. In addition, its cement-plasters should be avoided from the historic fabric since they introduce salt problems to the structure. In terms of vapor permeability and modulus of elasticity, water repellent finish coat was proper finishing for AAC, and AAC, especially G4, exhibited similarities with historic infill mud brick. Further studies on other compatibility parameters were, however, necessary to decide on the compatibility of AAC with its neighboring materials. Moreover, the integrity of AAC with the historic fabric needed improvement by increasing its pozzolanicity and/or producing a new intermediary repair mortar/plaster.

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Argudo, Jaime Fernando. "Evaluation and synthesis of experimental data for autoclaved aerated concrete /." Full-text Adobe Acrobat (PDF) file, 2003. http://www.engr.utexas.edu/research/fsel/FSEL_reports/Thesis/Argudo,%20Jaime.pdf.

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Kus, Hülya. "Long-term performance of water repellants on rendered autoclaved aerated concrete." Doctoral thesis, KTH, Civil and Architectural Engineering, 2002. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3407.

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<p>Many failures of external walls made of porous buildingmaterials are caused by excessive moisture content,particularly after driving rain and under long duration ofmoist conditions. Lack of sufficient protection againstexposure conditions is one of the reasons for external wallsprematurely demonstrating failures, i.e. properties andperformance above/below critical levels. Silicon-based waterrepellants are increasingly used in order to improve theperformance of both old and new buildings. Water repellants areexpected to prolong the service life and improve the durabilityof wall components by preventing or minimising water ingressinto the structure and thus delaying the deteriorating effectsof the atmosphere. To date, various kinds of water repellantshave been developed. However, only limited research has beencarried out, particularly on the long-term field exposuretesting. Existing research is mainly focused on the performanceof surface treatments of concrete structures and the protectionof historical buildings built of stone, brick and wood, and isprimarily based on short-term laboratory testing. The aim ofthis research work is to study the long-term performance,degradation processes and ageing characteristics of renderedautoclaved aerated concrete (AAC) with and without waterrepellants. Investigations are carried out by physical andchemical analysis of fresh samples, samples naturally weatheredby long-term field exposure and samples artificially aged byshort-term accelerated laboratory tests. Two differentapplication of water repellants are employed: impregnation ofrendering surface with an aqueous product and as additive inpowder form mixed into the fresh rendering mortar. Continuousmoisture and temperature monitoring of naturally exposed testsamples are also included in the study. Wetcorr sensors andresistance-type nail electrodes are used to measure the surfacemoisture and the moisture content in the material,respectively. This thesis describes the experimental set-upand presents the results from site monitoring and laboratorytests of unexposed, naturally and artificially exposed samples(freeze-thaw and UV+water). The results from the continuousmoisture measurements are compared with the results obtainedfrom the full-scale test cabin built within the EUREKA-projectE 2116 DurAAC. The test cabin has the same basic measurementinstruments for continuous monitoring of moisture andtemperature. An attempt has been made to develop methods forlong-term performance assessment of water repellants to be usedin service life prediction. The combination of data obtainedfrom the field measurements with data obtained from thelaboratory tests and analysis may also meet practical needs ofthe end-users.</p>

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Bright, Norman. "Behaviour of low density autoclaved aerated concrete masonry under concentrated loads." Thesis, Kingston University, 2006. http://eprints.kingston.ac.uk/20320/.

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Autoclaved Aerated Concrete (Aircrete) (AAC) is the lightest form of concrete masonry. The material was introduced into the UK in the 1950's. It has been used extensively since that time to form block walls especially in the construction of dwellings. The current product is very different from that produced in earlier years having become progressively lighter. At the same time the ratio of the compressive strength to the density has been increased. Improvements in production techniques have made the present day material properties more consistent. Quality control criteria have become much more stringent and third party supervision has been introduced for manufacture and construction. Raw materials and process are carefully controlled to give consistent output. As Aircrete has become progressively lighter, new methods of assembly have recently been introduced which raise questions about the performance of the new material. The two principal drivers for lowering the density have been improved manufacturing economy by reduced raw material consumption and improvements in the thermal insulation properties of the material to meet today' s Energy requirements. Reducing density tends to have the effect of producing lower strengths and reducing robustness, durability and resistance to chemical attack. When undertaking the structural design of masonry walls, the stresses induced by concentrated loads can be more critical than those from the general run of uniformly distributed loads on walls. For masonry materials at the lower end of the strength range, their resistance to concentrated loads is central to their suitability for economic application in construction. The current rules and regulations regarding the ability of walls to support concentrated loads were developed on the basis of the strength and behavioural properties of masonry materials material which are stronger and denser than the lighter forms of Aircrete. In this research, the effects on the behaviour of low density Autoelaved Aerated Concrete blockwork of different forms of concentrated loading were examined using physical testing and mathematical modelling and the behaviour categorised mathematically. The research builds on an EPSRC research project at Kingston University and previous research undertaken by the author (MPhil). The results will enable structural design for concentrated loads on low density Aircrete to be undertaken with greater confidence. This will enable further economy in the use of the material and thereby further improve its economic viability. The conclusions and recommendations will influence national and European masonry structural design codes and standards used by structural engineers.

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Akkan, Aytac. "Investigation Of Constructional Design Efficiency Of Residential Buildings Made With Autoclaved Aerated Concrete." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/2/12605160/index.pdf.

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The aim of this study was to investigate the quantifiable planimetric design efficiency of residential buildings designed to be built with &amp<br>#147<br>Autoclaved &AElig<br>rated Concrete&amp<br>#148<br>(AAC) panels. Focus was on the effects of plan shape, plan size and layout organization and the modularity of vertical AAC wall panels on the planimetric design efficiency of residential buildings. To this end, relevant analyses were conducted on 30 residential building projects obtained from the design office of an AAC panel manufacturing firm in T&uuml<br>rkiye, AKG Gazbeton. The lengths, widths and areas of building elements (quantitative data) were then calculated from the production drawings of these building. A total of fifteen ratios, which were considered relevant to the study as indicators of design efficiency, were computed by using this quantitative data. This was followed by the construction of frequency distribution tables and histograms showing the variations of the computed ratios. At the final phase, Analyses of Variance (ANOVA) were conducted to determine the source of variation and Chi-Square tests conducted to determine whether or not the distributions could be considered &amp<br>#145<br>normal&amp<br>#146<br>. According to the results of the study, it was found that plan shape and plan size of building projects together with their layout organizations, were the main influential factors on the efficiency of their wall and floor areas. It was also found that the modularity of vertical wall panels used in these buildings was another important factor to be considered in planimetric design efficiency.

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Bukoski, Steven C. "Autoclaved aerated concrete : shaping the evolution of residential construction in the United States." Thesis, Monterey, California. Naval Postgraduate School, 1998. http://hdl.handle.net/10945/8011.

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CIVINS<br>Precast Autoclaved Aerated Concrete (AAC) is a proven construction material used in Europe for over 70 years. Introduced to the United States in 1990, construction thus far is limited to commercial and custom borne applications. Premium benefits include energy efficiency and resistance to natural disaster and pests. Despite being the leading residential construction material in Europe and Japan, lumber is the leading material of choice in the United States. AAC is clearly a superior residential construction product in its current form, but the economic position of lumber and industry change hesitation demand a different marketing approach than is used elsewhere in the world. Using an internet-based survey, home buyers provide data surrounding three core issues: the important characteristics of a house, how much are they willing to pay for superior benefits, and the expected payback period. Adapting current product form and installation methods can make AAC cost competitive with traditional residential framing systems. Consumer education is essential in this evolution to understand the connection between building products and their benefits. As an option to lumber construction, consumers will benefit from its low utility and life cycle costs. The environment will benefit from its energy efficiency and natural resource conservation

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Carroll, Robert A. "Hydrothermal performance of pulverised fuel ash and the manufacture of autoclaved aerated concrete." Thesis, Loughborough University, 1996. https://dspace.lboro.ac.uk/2134/7321.

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Pulverised fuel ash (PFA) is a reactive silica source used in the manufacture of autoclaved aerated concrete (AAC). Experiments studied the hydrothermal reactions of PFA samples from two UK power stations with calcium hydroxide at 457 K, for periods up to 21 h. These conditions are comparable to those used in the manufacture of AAC. The process is characterised by the rapid consumption of ash particles. Associated with this is the solubilisation of large amounts of silica, alumina and alkalis. The formation of a semi-crystalline calcium silicate hydrate and a hydrogarnet phase occurs during the early stages of autoclaving. The hydrogarnet phase persists under the conditions studied, but conversion of the calcium silicate hydrate into tobermorite occurs with prolonged autoclaving. Differences in the hydrothermal performance of the two PFA samples are evident, which cannot be explained by the bulk elemental composition. Ash fractions obtained from a centrifugal air classifier have different reactivities during autoclaving and can result in specimens with different compressive strengths. Quantitative x-ray diffractometry showed that high levels of aluminosilicate glass are associated with the fine ash fractions, whereas most quartz, haematite and magnetite is associated with the coarse fractions. Significant differences exist in the mineralogical analyses of the two sets of ash fractions obtained from the bulk ash samples. The coarse ash fractions have the most varied morphology and composition.

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Books on the topic "Autoclaved aerated concrete (AAC)"

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Poland) International Conference on Autoclaved Aerated Concrete (5th 2011 Bydgoszcz. 5th International Conference on Autoclaved Aerated Concrete "Securing a Sustainable Future": To be held at Bydgoszcz to celebrate 60 years of AAC experience in Poland : Bydgoszcz, Poland, September 14-17, 2011. University of Technology and Life Sciences Press, 2011.

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RILEM International Symposium on Autoclaved Aerated Concrete (1992 Zürich, Switzerland). Advances in autoclaved aerated concrete: Proceedings of the 3rd RILEM International Symposium on Autoclaved Aerated Concrete, Zürich, Switzerland, 14-16 October 1992. A.A. Balkema, 1992.

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Phillipson, M. C. A study of the drying movements of autoclaved aerated concrete. UMIST8c1998., 1998.

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Bukoski, Steven C. Autoclaved aerated concrete: Shaping the evolution of residential construction in the United States. Available from National Technical Information Service, 1998.

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Establishment, Building Research, ed. Autoclaved aerated concrete. Building Research Establishment, 1989.

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Wittmann. Adv in Autoclaved Aerated Concrete. Taylor & Francis, 1992.

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C, Limbachiya Mukesh, and Roberts John J. Autoclaved Aerated Concrete - Innovation and Development. Taylor & Francis Group, 2005.

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Institute, American Concrete. Autoclaved Aerated Concrete: Properties and Structural Design. American Concrete Institute, 2005.

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Autoclaved Aerated Concrete - Properties, Testing and Design. Routledge, 2004. http://dx.doi.org/10.4324/9780203626689.

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S, Aroni, RILEM Technical Committee 78-MCA., and RILEM Technical Committee 51-ALC., eds. Autoclaved aerated concrete: Properties, testing, and design : RILEM recommended practice. E & FN Spon, 1993.

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Book chapters on the topic "Autoclaved aerated concrete (AAC)"

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Raj, Amit, Arun Chandra Borsaikia, and Uday Shanker Dixit. "Manufacturing of Autoclaved Aerated Concrete (AAC): Present Status and Future Trends." In Advances in Simulation, Product Design and Development. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9487-5_69.

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Ayudhya, B. Israngkura Na, and Y. Ungkoon. "Bond Strength of Fiber Reinforced Polymer (FRP) Bars in Autoclaved Aerated Concrete (AAC)." In Advances in FRP Composites in Civil Engineering. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_127.

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Raj, Amit, Arun Chandra Borsaikia, and Uday S. Dixit. "Finite Element Modeling of Autoclave Aerated Concrete (AAC) Masonry for Estimation of Strength." In Lecture Notes on Multidisciplinary Industrial Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4619-8_37.

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Fuqiang, Han, Tan Xing, and Zhao Fengqing. "Application of Carbide Slag in Autoclaved Aerated Concrete." In Springer Proceedings in Energy. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0158-2_85.

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Briesemann, D., and E. Frey. "Glueing of Reinforced Autoclaved Aerated Concrete Slabs to Form Room Size Wall Units." In Adhesion between polymers and concrete / Adhésion entre polymères et béton. Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_45.

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Romero-Moreno, Ramona, Gonzalo Bojórquez-Morales, Aníbal Luna-León, and César Hernández. "Thermal Monitoring of Low-Income Housings Built with Autoclaved Aerated Concrete in a Hot-Dry Climate." In Sustainable Building for a Cleaner Environment. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-94595-8_35.

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Le, Anh Tuan, Khoa V. A. Pham, Ninh Thuy Nguyen, Chorong Lee, and Kihak Lee. "Investigation of the Influence of Residue Fluid Catalytic Cracking (FCC) on Properties of Autoclaved Aerated Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5144-4_52.

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Wan, Jun, and Shaohui Jia. "Research on Preparation and Influencing Factors of High Calcium High Sulfate Ash to Autoclaved Aerated Concrete." In Springer Geochemistry/Mineralogy. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-13948-7_34.

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Drobiec, Ł., R. Jasiński, and T. Rybarczyk. "The influence of the type of mortar on the compressive behaviour of walls made of Autoclaved Aerated Concrete (AAC)." In Brick and Block Masonry. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-190.

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Uddin, N., M. A. Mousa, U. Vaidya, and F. H. Fouad. "Design of hybrid fiber-reinforced polymer (FRP)/autoclave aerated concrete (AAC) panels for structural applications." In Developments in Fiber-Reinforced Polymer (FRP) Composites for Civil Engineering. Elsevier, 2013. http://dx.doi.org/10.1533/9780857098955.2.226.

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Conference papers on the topic "Autoclaved aerated concrete (AAC)"

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Lee, Sangju, Eberhard Bamberg, and Charles Eason. "Rapid Prototyping of Full Scale House Structures." In ASME 2011 International Manufacturing Science and Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/msec2011-50179.

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This paper reports on the machining of a construction material (aerated concrete) with a rapid prototyping device, Shapemaker III, which is based on waterjet technology. Preliminary machining tests were carried out to investigate machining conditions (speed and pressure) of separation cuts. Cutting speeds for the waterjet were investigated for two aerated concrete construction materials; autoclaved aerated concrete (AAC) in two strengths (348 and 580 psi compressive strength) and a non-autoclaved, fiber reinforced aerated concrete (FRAC) with a 450 psi compressive strength. Cutting samples were prepared in four thicknesses (0.5, 1, 2, and 3 inches) and cut at two pressures (40 and 60 ksi). The 0.5 and 1 inch specimens were cut with good surface finish at over 600 in/min at 40 ksi. The 2 and 3 inch specimens could be cut at 320 and 80 in/min at 40 ksi, respectively. The experimental data was used in the fabrication of rapid prototyping houses with a pure waterjet machine. As results, full scale houses were fabricated with FRAC and Styrofoam. Additionally, a sub-mold of an outdoor fireplace was manufactured with Styrofoam for casting of customized aerated concrete blocks.

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Deshadanuwong, Peerapol, and Borvorn Israngkura Na Ayudhya. "Compressive And Splitting Tensile Strength Of Autoclaved Aerated Concrete (Aac) Mixed Perlite Under High Temperatures." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_m-6-72.

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Ali, Alaa Abd, Husam Najm, and P. N. Balaguru. "Thermal Performance of Autoclaved Aerated Concrete (AAC) and (CMU) Beams Strengthened with Inorganic Basalt Composites." In International Conference on Sustainable Infrastructure 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784481219.034.

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Memari, Ali M., and Michael T. Chusid. "Introduction to Architectural Aspects and Developments in Research on Structural Performance of Autoclaved Aerated Concrete (AAC) Products." In Architectural Engineering Conference (AEI) 2003. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40699(2003)46.

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Trník, Anton, Jan Kočí, and Jiří Maděra. "Water thermoporometry of aerated autoclaved concrete." In INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2017). Author(s), 2018. http://dx.doi.org/10.1063/1.5043733.

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Il’ina, L. V., and M. A. Rakov. "Non-autoclaved aerated concrete with mineral additives." In ADVANCED MATERIALS IN TECHNOLOGY AND CONSTRUCTION (AMTC-2015): Proceedings of the II All-Russian Scientific Conference of Young Scientists “Advanced Materials in Technology and Construction”. AIP Publishing LLC, 2016. http://dx.doi.org/10.1063/1.4937877.

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Wang, Bo, Xin-Li Kong, Mei-Rong Jiang, Hao Wu, and Yi-Shun Chen. "Experimental Analysis on FRP Strengthened Autoclaved Aerated Concrete Panels." In 3rd Annual International Conference on Advanced Material Engineering (AME 2017). Atlantis Press, 2017. http://dx.doi.org/10.2991/ame-17.2017.47.

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Wang, Bo, Hong Wang, Xinli Kang, and Liqun Duan. "Experimental Study on Autoclaved Aerated Concrete under Uniaxial Compression." In 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018). Atlantis Press, 2018. http://dx.doi.org/10.2991/iceesd-18.2018.143.

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Belouettar, R., and J. R. Klepaczko. "A study of dynamic behavior of the autoclaved aerated concrete." In DYMAT 2009 - 9th International Conferences on the Mechanical and Physical Behaviour of Materials under Dynamic Loading. EDP Sciences, 2009. http://dx.doi.org/10.1051/dymat/2009072.

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ZHANG, Guo-Wei, Bo-Shan CHEN, Qi-Song MIAO, Hui WU, and Peng CHEN. "Experimental Investigation on Flexural Performance of Autoclaved Aerated Concrete Slab." In 2014 International Conference on Mechanics and Civil Engineering (icmce-14). Atlantis Press, 2014. http://dx.doi.org/10.2991/icmce-14.2014.184.

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Reports on the topic "Autoclaved aerated concrete (AAC)"

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Mathey, Robert G., and Walter J. Rossiter. A review of autoclaved aerated concrete products. National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nbs.ir.87-3670.

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Autoclaved Aerated Concrete. Purdue University, 2007. http://dx.doi.org/10.5703/1288284315793.

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