Relevant bibliographies by topics / Concrete masonry

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Concrete masonry'

Author: Grafiati
Published: 4 June 2021
Last updated: 4 March 2023

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Journal articles on the topic "Concrete masonry"

1

Yang, Xu, Mingming Jia, Bin Chi, Mingzhi Wang, and Jianfeng Zheng. "A Mesoscale Approach for Concrete Block Masonry." Advances in Civil Engineering 2022 (July 21, 2022): 1–10. http://dx.doi.org/10.1155/2022/5018645.

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A comprehensive understanding of the concrete block masonry’s mesostructure on its macroscopic mechanical behavior is meaningful for modern masonry. The mesoscale numerical method provides an extremely powerful analyzing tool for this problem. However, it is still difficult to analyze the mesomodel efficiently due to a large number of operating processes caused by the components’ nonlinear mechanical properties. An efficient finite-element-method-based mesoscale approach for concrete block masonry was introduced in this paper. The benchmark test results obtained show that this approach is able to simulate the concrete block masonry and analyze its failure. According to the simulation studies, a positive effect of mortar and concrete block strength on masonry compressive strength was obtained. Besides, an obvious nonlinear relationship between the masonry compressive strength and the mortar was also observed.
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Yang, Xinlei, Hanchen Wu, Jianxin Zhang, and Hailiang Wang. "Shear Behavior of Hollow Concrete Block Masonry with Precast Concrete Anti-Shear Blocks." Advances in Materials Science and Engineering 2019 (April 24, 2019): 1–10. http://dx.doi.org/10.1155/2019/9657617.

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In order to improve the shear behavior of hollow concrete block masonry, precast concrete anti-shear blocks were proposed to enhance the shear strength of hollow concrete block masonry. Four groups of hollow concrete block masonry triplets with precast concrete anti-shear blocks were tested under shear loading, and their behaviors were compared with a control group. The results show that as the height of precast concrete anti-shear blocks increases, the shear strength of the masonry increases. The maximum shear strength of masonry triplets with precast concrete anti-shear blocks was 234.48 percent higher than that of the control specimens. The shear strength of masonry triplets was mainly determined by the failure of hollow concrete block unit. The majority of specimens exhibited double shear failures; however, these failures showed characteristics of ductile failure to a certain extent. Based on the experimental results, a equation for calculating the shear strength of masonry with precast concrete anti-shear blocks was proposed.
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Hao, Tong, and Dong Li. "Study on the Basic Mechanical Properties of Recycled Concrete Hollow Block Masonry." Applied Mechanics and Materials 438-439 (October 2013): 749–55. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.749.

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By the experimental studying on the basic mechanical properties of recycled concrete hollow block masonry, the compressive and shear behavior of recycled aggregate concrete hollow block masonry under different mortar strength were analyzed. Research indicated that the compressive and shear behavior of recycled aggregate concrete hollow block masonry was similar to that of ordinary concrete hollow block masonry. The normal formula was recommended to calculate the compressive strength of the masonry. The shear strength of the masonry was affected by the mortar strength. The shear strength calculation formula of recycled concrete hollow block masonry was proposed according to the formula of masonry design code. The calculating results were in good agreement with the test results.
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Ahn, Namshik, Min Sook Kim, Seong-Eon Song, and Young Hak Lee. "Seismic performance of reinforced concrete frames retrofitted with inserted steel frame and adhered waved steel panel." Journal of Vibroengineering 18, no. 2 (March 31, 2016): 1041–51. http://dx.doi.org/10.21595/jve.2015.16756.

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In this paper, two types of seismic retrofitting methods for reinforced concrete frames were suggested and examined through the cyclic loading tests: one is to insert a steel frame to existing partially masonry infilled concrete frame of the building after removing masonry from the concrete frame and the other is to adhere waved steel panels to the existing masonry fully infilled concrete frame. In order to evaluate validity of the suggested methods in seismic performance, five specimens were manufactured and tested: a bare concrete frame, a partially masonry infilled concrete frame, a masonry infilled concrete frame, a steel frame inserted concrete frame, and a waved steel panel adhered concrete frame. Compared were crack pattern, failure mode, load-displacement relation, ductility, stiffness and energy dissipation capacity. The specimens retrofitted with the inserted steel frame showed a maximum load approximately twice that of the partially masonry infilled frame, and the specimen retrofitted with the adhered waved steel panel showed a maximum load approximately twice that of the masonry fully infilled frame.
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Grinfeld, G. I., Alexsandr S. Gorshkov, and Nikolay I. Vatin. "Tests Results Strength and Thermophysical Properties of Aerated Concrete Block Wall Samples with the Use of Polyurethane Adhesive." Advanced Materials Research 941-944 (June 2014): 786–99. http://dx.doi.org/10.4028/www.scientific.net/amr.941-944.786.

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This article deals with the strength and thermophysical test results made on the basis of the masonry samples of cellular autoclave curing concrete (aerated concrete blocks) with the use of polyurethane adhesive. Aerated concrete masonry walling with the use of polyurethane adhesive is indicated herein to be technologically feasible and economically viable. The major advantage of the masonry option under consideration lies in the following aspect: thermal conductivity of polyurethane adhesive used to fasten aerated concrete blocks in masonry walls is significantly less than thermal conductivity of concrete adhesives and mortars. For this reason, thermal insulation properties of the masonry with polyurethane adhesive appear to be better comparatively to the block masonry made with the usage of concrete adhesives of any other type. On the ground of the tests conducted the following was resumed: it is acceptable to carry out masonry works with the use of aerated concrete blocks and polyurethane adhesive in construction of exterior and interior nonbearing walls provided appropriate justifying calculations are made.
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Redmond, Laura, Lawrence Kahn, and Reginald DesRoches. "Design and Construction of Hybrid Concrete-Masonry Structures Informed by Cyclic Tests." Earthquake Spectra 32, no. 4 (November 2016): 2337–55. http://dx.doi.org/10.1193/051615eqs070m.

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Reinforced concrete buildings with masonry infill are vulnerable in earthquakes primarily because the masonry walls often fail due to out-of-plane forces and can trigger soft-story collapses. In order to prevent these failures, many engineers in the Caribbean have partially reinforced the infill walls and connected them to the reinforced concrete frame. This forms a hybrid concrete-masonry structure. Hybrid concrete-masonry structures have the potential to improve the seismic performance of many structures across the globe, as they are an easy adaptation from traditional unreinforced masonry infill. However, there is little codified guidance for this type of structure, and the influence of the masonry infill and dowel connections on the in-plane behavior of the frame is often neglected. This paper summarizes the current design and construction practices for hybrid concrete-masonry structures and assesses their seismic performance via cyclic tests on full scale test specimens. Based on the results of the experiment, a method is proposed to account for the dowel connections and the partially reinforced infill when designing hybrid concrete-masonry structures in earthquake zones.
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Zavalis, Robertas, Bronius Jonaitis, and Gediminas Marčiukaitis. "NUMERICAL AND EXPERIMENTAL ANALYSIS OF GROUTED HOLLOW BLOCK MASONRY UNDER COMPRESSION / BLOKŲ SU BETONU UŽPILDYTOMIS TUŠTYMĖMIS GNIUŽDOMOJO MŪRO ĮTEMPIŲ BŪVIO SKAITINĖ IR EKSPERIMENTINĖ ANALIZĖ." Engineering Structures and Technologies 5, no. 2 (July 5, 2013): 45–53. http://dx.doi.org/10.3846/2029882x.2013.811784.

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Highly hollow masonry units, which allow reducing the weight of masonry constructions and improving heat and sound insulation qualities, are commonly used in masonry construction. Filling the hollows with concrete, or concrete with light additives, results in complex masonry. Overall performance of such masonry is affected by initial stresses, which are caused by shrinkage deformations of different infill concrete and masonry units. Behaviour of infill concrete and concrete blocks is analysed by applying numerical detailed micro modelling. Experiments revealed that masonry deformations of blocks with concrete filled hollows are similar to those of longitudinal deformations of infill concrete samples. σ-ε relations were received through numerical micro modelling and compressive strength of masonry match values were estimated during experiments. Santrauka Straipsnyje pateikiama betoninių blokų su betonu užpildytomis tuštymėmis gniuždomojo mūro įtempių būvio analizė. Mechaninėms tokio mūro savybėms įtakos turi pradiniai įtempiai, kuriuos sukelia skirtingos užpildymo betonu ir mūro gaminių traukiosios deformacijos. Užpildymo betono ir betoninių blokų elgsena analizuojama taikant tikslų skaitinį mikromodeliavimą. Eksperimentais nustatyta, kad blokų su užpildytomis betonu tuštymėmis mūro deformacijos artimos užpildymo betono deformacijoms. Skaitiniu modeliavimu gautos σ-ε priklausomybės ir gniuždomasis mūro stipris gerai sutampa su eksperimentais nustatytomis reikšmėmis.
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Xie, Xiang Zan. "Simulation Analysis for Reinforced Concrete Aqueduct of Lijia Pumping Station." Applied Mechanics and Materials 488-489 (January 2014): 605–8. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.605.

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Reinforced concrete masonry arch aqueduct is a common water diversion engineering structure. Aqueduct is decorated on the concrete cushion layer, cushion layer effects on masonry arch, the structures stress is uniform, carrying capacity is strong. This paper adopts finite element method to carry out force analysis for reinforced concrete masonry arch aqueduct of Lijia pumping station, considering aqueduct weight, water pressure and earthquake effect, etc. Researching stress and deformation distribution law of reinforced concrete masonry arch aqueduct.
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Yuan, Hanquan, Lihua Zhu, Yixuan Wang, and Fengjian Zhang. "Mechanical and Thermal Properties of RCB Masonry Containing Three Rows of Holes." Advances in Materials Science and Engineering 2021 (July 15, 2021): 1–13. http://dx.doi.org/10.1155/2021/5553406.

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In order to promote and apply the structures of the recycled concrete block (RCB) masonry, the thermal and mechanical properties of the recycled concrete specimens were tested in this study. The RCB can meet load-bearing and seismic requirements and was prepared through experiments. Concurrently, the mechanical property experiment was conducted on the RCB masonry, and then its failure process and mode were discussed. In addition, a thermal property test was completed on the RCB wall, and the difference in the thermal properties of single-row hole, three-row hole, and solid blocks was analyzed by theoretical calculations. The results indicated that the mechanical properties of the RCB masonry were basically the same as those of the natural concrete block masonry, and they have good compressive stability. The calculation formulas of the compressive and shear strengths of the natural concrete block masonry are applicable to the RCB masonry. The RCB masonry containing three rows of holes owns more outstanding thermal property than natural concrete block masonry and satisfies the requirements for related codes.
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Tena, A., A. Liga, A. Pérez, and F. González. "Proposal for improved mixes to produce concrete masonry units with commonly used aggregates available in the Valley of Mexico." Revista ALCONPAT 7, no. 1 (January 31, 2017): 36–56. http://dx.doi.org/10.21041/ra.v7i1.170.

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Proposal for improved mixes to produce concrete masonry units with commonly used aggregates available in the Valley of MexicoABSTRACTIn this paper, a proposal is done to update the masonry index compressive strength design value f*m for solid concrete masonry units for the masonry guidelines of Mexico´s Federal District Code (NTCM-2004). Solid units were made by taking into account the characteristics of the most commonly used raw materials available in the Valley of Mexico to fabricate such units in the Metropolitan Area of Mexico City. Different tests were conducted for both raw materials and the obtained concrete units. Based upon test results, it is illustrated why it is much better to design masonry structures based upon the experimental data of the units to be used at the construction site rather than using index values proposed in building codes.Keywords: masonry; concrete masonry units; compressive strength.Propuesta de mejora de mezclas para producir piezas de mampostería de concreto empleando materiales comúnmente disponibles en el Valle de MéxicoRESUMENSe presenta un estudio donde se hace una propuesta para actualizar los valores índices de la resistencia a la compresión de mamposterías (f*m) elaboradas con piezas de concreto especificados en las normas de mampostería vigentes en el Distrito Federal. Se realizó un estudio de mercado, donde se tomaron en cuenta las características de los materiales comúnmente utilizados en la actualidad en el Valle de México para la fabricación de piezas de concreto sólidas, incluyendo los resultados de distintas pruebas de laboratorio realizadas a la materia prima. Con base en estos resultados, se ilustran las ventajas de diseñar a la mampostería con base experimental en lugar de utilizar los valores indicativos que se ofrecen en las normas de mampostería.Palabras clave: mampostería; piezas de concreto; resistencia a la compresión. Proposta de melhoria de traços para produzir blocos de alvenaria de concreto utilizando materiais comumente disponíveis no Vale do México RESUMOApresenta-se um estudo onde se propõe uma atualização dos valores do índice de resistência à compressão da alvenaria (f*m) elaborados com blocos de concreto especificados nas normas de alvenaria em vigor no Distrito Federal. Foi realizado um estudo de mercado, que levou em conta as características dos materiais comumente utilizados atualmente no Vale do México para a fabricação de blocos de concreto sólidos, incluindo os resultados de vários testes de laboratório nas matérias-primas disponíveis. Com base nestes resultados, são apresentadas as vantagens de projetar a alvenaria com base experimental em lugar de usar os valores indicativos oferecidos nas normas de alvenaria.Palavras chave: alvenaria; blocos de concreto; resistência à compressão.
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Dissertations / Theses on the topic "Concrete masonry"

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Yao, Chicao. "Failure mechanisms of concrete masonry." Thesis, University of British Columbia, 1989. http://hdl.handle.net/2429/29323.

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The behaviour of concrete masonry under in-plane compression combined with out-of-plane bending was examined both experimentally and analytically. Ungrouted and grouted masonry, both fully bedded or face-shell bedded, were included in the study. It was found that the masonry under the above stated loading conditions may suffer loss of capacity either due to splitting or shear type of material failure, or by instability. Different loading conditions yield different failure mechanisms, which in turn correspond to different apparent strengths. Theoretical developments are presented leading to estimates of capacity for each of these cases. An extensive experimental program involving 104 masonry prism specimens, was conducted to assist and to verify these analyses. Theoretical developments include those directed to explain splitting failure phenomena, to investigate the mortar joint effect, the deformation compatibility of grouted masonry, and to examine the slenderness of tall masonry wall. Experimental measurements and observations made on the specimens include capacity, deformation and failure pattern.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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Thamboo, Julian Ajith. "Development of thin layer mortared concrete masonry." Thesis, Queensland University of Technology, 2014. https://eprints.qut.edu.au/73815/1/Julian_Thamboo_Thesis.pdf.

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This research was a step forward to developing data sets for thin layer mortared concrete masonry through systematic experimental and numerical studies. Since thin layer mortared concrete masonry is relatively new type of masonry construction, methodical research studies have been undertaken to properly address the gaps in understanding of this masonry system. As part of the ARC Linkage research project, this thesis has been developed to extend the knowledge on thin layer mortared concrete masonry.
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De, Vial Christophe. "Performance of reinforcement lap splices in concrete masonry." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Fall2009/C_de-Vial_11024236.pdf.

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Thesis (M.S. in in civil engineering)--Washington State University, December 2009.
Title from PDF title page (viewed on Jan. 26, 2010). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 42).
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Susoy, Melih. "Seismic Strengthening Of Masonry Infilled Reinforced Concrete Frames With Precast Concrete Panels." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605563/index.pdf.

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Over 90% of the land area of Turkey lies over one of the most active seismic zones in the world. Hazardous earthquakes frequently occur and cause heavy damage to the economy of the country as well as human lives. Unfortunately, the majority of buildings in Turkey do not have enough seismic resistance capacity. The most commonly observed problems are faulty system configuration, insufficient lateral stiffness, improper detailing, poor material quality and mistakes during construction. Strengthening of R/C framed structures by using cast-in-place R/C infills leads to a huge construction work and is time consuming. On the other hand, using prefabricated panel infills can be preferred as a more feasible, rapid and easy technique during which the structure can remain operational. The aim of this experimental study is to observe the seismic behavior of R/C frames strengthened by precast concrete panel infills by testing different types of panel and connection designs in eight single-story single-bay reinforced concrete frame specimens.
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Dorshorst, Evan G. (Evan Gregory). "Retrofitting unreinforced concrete masonry to resist tornado loading." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82710.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2013.
This electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.
Cataloged from student-submitted PDF version of thesis.
Includes bibliographical references (p. 99-101).
Advances in structural design and building materials have significantly increased the performance of many structures under the extreme loading conditions associated with natural disasters such as earthquakes. However, catastrophic structural failure after extreme wind events and tornadoes remains a problem which costs the insurance industry billions of dollars and results in an average loss of 200 lives per year in the United States. Accountable for many of these structural failures, buildings with walls of Unreinforced Masonry (URM) are incapable of withstanding the magnitude of forces brought on by a tornado, and the cracking or failure of just one wall can lead to the progressive collapse of the entire structure. The need to reinforce these systems is large, but retrofitting with conventional steel reinforcement is time consuming and costly; however, externally bonded Fiber Reinforced Polymer (FRP) composites represent a high strength, low cost alternative which and can be installed in a fraction of the time. This thesis investigates the use of FRPs to strengthen URM walls against both out-of-plane flexural loads and debris impact, and attempts to determine if enough strength can be added for such wall assemblies to meet the requirements of a Tornado Safe Room as dictated by FEMA. By adapting current design guidelines and extrapolating evidence on the performance of URM walls strengthened with FRP, a design guide is created which provides the tool necessary to use this innovative retrofitting technique to strengthen URM walls to satisfy both the flexural and impact resistance strength requirements for FEMA Tornado Safe Rooms.
by Evan G. Dorshorst.
M.Eng.
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Grillo, Vanessa E. "FRP/steel strengthening of unreinforced concrete masonry piers." [Gainesville, Fla.] : University of Florida, 2003. http://purl.fcla.edu/fcla/etd/UFE0001398.

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Mjelde, Jon Zachery. "Performance of lap splices in concrete masonry shear walls." Online access for everyone, 2008. http://www.dissertations.wsu.edu/Thesis/Spring2008/Jon_Mjelde.042508.pdf.

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Moradi, Lee. "Resistance of membrane retrofit concrete masonry walls to lateral pressure." Birmingham, Ala. : University of Alabama at Birmingham, 2007. https://www.mhsl.uab.edu/dt/2009r/moradi.pdf.

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Thesis (Ph. D.)--University of Alabama at Birmingham, 2007.
Title from PDF title page (viewed Feb. 4, 2010). Additional advisors: James S. Davidson, Robert J. Dinan, Alan E. Eberhardt, Jason T. Kirby, Talat Salama, Houssam A. Toutanji. Includes bibliographical references (p. 139-146).
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Arslan, Guray. "Strengthening Of Reinforced Concrete Frames By Custom Shaped High Strength Concrete Masonry Blocks." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/2/12610335/index.pdf.

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Located on one of the highly active seismic fault systems in the world, the building stock in Turkey is mainly composed of reinforced concrete frames with 4-5 stories. Due to design and construction deficiencies resulting from the use of unqualified personnel and insufficient supervision, many of these buildings lack lateral stiffness, ductility and strength. For many structures, there is a need to alleviate these deficiencies by means of some rehabilitation techniques prior to earthquakes. One approach also used very widely in Turkey is to fill some of the frame bays by cast-in-place R/C panels. The procedure appears to be very practical at first glance. It also appears to be very economical as far as the production of the panels is concerned. However, the production phase is slow, dirty, destructive and disruptive to occupants. Moreover, it requires relatively skilled personnel and special equipment. Therefore, the real life experience shows that the actual cost in practice is much higher when all other hidden costs are taken into account. The aim of this experimental study is to explore the potential of using infill walls made of custom shaped and high strength concrete blocks as a simpler and more practical alternative to cast-in-place R/C panels to increase the lateral load bearing capacity of frame structures. The effectiveness of FRCM (Fiber Reinforced Cementitous Matrix) system on damaged structures is also investigated in this study.
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Behrens, Christina. "Assessment of thermal properties of AAC masonry walls and panels." Laramie, Wyo. : University of Wyoming, 2007. http://proquest.umi.com/pqdweb?did=1453187421&sid=1&Fmt=2&clientId=18949&RQT=309&VName=PQD.

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Books on the topic "Concrete masonry"

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W, Allen Benjamin, ed. Masonry & concrete. Des Moines, IA: Better Homes and Gardens Books, 1997.

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Ahrens, Donald L. Concrete and concrete masonry. St. Paul, Minn: Hobar Publicatons, 1996.

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Masonry & concrete construction. Carlsbad, CA: Craftsman Book Co., 1998.

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Beall, Christine. Masonry and Concrete. New York: McGraw-Hill, 2007.

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Alan, Tovey, and Fried Anton 1951-, eds. Concrete masonry designer's handbook. 2nd ed. New York: Spon Press, 2000.

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Market Segment Specialization Program (U.S.), ed. Masonry and concrete industry. [Washington, D.C.?]: Dept. of the Treasury, Internal Revenue Service, 1998.

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United States. Occupational Safety and Health Administration., ed. Concrete and masonry construction. [Washington, D.C.?]: U.S. Dept. of Labor, Occupational Safety and Health Administration, 1993.

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Beall, Christine. Masonry: Concrete, brick, stone. Upper Saddle River, NJ: Creative Homeowner Press, 1997.

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United States. Occupational Safety and Health Administration., ed. Concrete and masonry construction. [Washington, D.C.?]: U.S. Dept. of Labor, Occupational Safety and Health Administration, 1993.

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Association, National Concrete Masonry, ed. Concrete masonry design tables. Herndon, Va: National Concrete Masonry Association, 1993.

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Book chapters on the topic "Concrete masonry"

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Beorkrem, Christopher. "Concrete/Masonry." In Material Strategies in Digital Fabrication, 126–65. Names: Beorkrem, Christopher, author. Title: Material strategies in digital fabrication / Christopher Beorkrem. Description: Second edition. | New York : Routledge, 2017.: Routledge, 2017. http://dx.doi.org/10.4324/9781315623368-24.

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Dickey, Walter L. "Reinforced Concrete Masonry Construction." In Handbook of Concrete Engineering, 632–62. Boston, MA: Springer US, 1985. http://dx.doi.org/10.1007/978-1-4757-0857-8_17.

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Sarhat, Salah, and Edward G. Sherwood. "Shear Strength of GFRP-Reinforced Concrete Masonry Beams." In Masonry 2018, 131–57. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2018. http://dx.doi.org/10.1520/stp161220170184.

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Thompson, Jason J. "Evaluation of the Compressive Strength of Dry-Stack Concrete Masonry." In Masonry 2022: Advancing Masonry Technology, 53–58. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2022. http://dx.doi.org/10.1520/stp164020210069.

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Walloch, Craig, Jeff Speck, and Laura Powers. "Effect of Internal Curing on Freeze–Thaw Durability of Dry-Cast Concrete Segmental Retaining Wall Units and Solid Interlocking Concrete Paving Units." In Masonry 2014, 70–97. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2014. http://dx.doi.org/10.1520/stp157720130183.

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Cox, Neil, Nicholas Huttemann, Spencer Cox, Jason Thompson, and Monika Nain. "Nondestructive Estimation of Compressive Strength of Concrete Masonry and Related Units Using Acoustics." In Masonry 2022: Advancing Masonry Technology, 15–43. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2022. http://dx.doi.org/10.1520/stp164020210081.

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Walloch, Craig, Laura Powers, Donald Broton, and Jason Thompson. "Conceptual Test Protocols for Measuring Carbon Sequestration of Manufactured Dry-Cast Concrete Products." In Masonry 2022: Advancing Masonry Technology, 59–86. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2022. http://dx.doi.org/10.1520/stp164020210112.

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Rivers, Alan Alonso, Rafael Gonzalez, Mahmoud Elsayed, Bennett Banting, Monica Guzman, Douglas Tomlinson, and Carlos Cruz-Noguez. "A Look to the Past: Reevaluation of the Performance of Tall Slender Concrete Masonry Walls." In Masonry 2022: Advancing Masonry Technology, 87–102. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2022. http://dx.doi.org/10.1520/stp164020210117.

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Shao, Yixin, Vahid Rostami, Yaodong Jia, and Liang Hu. "Feasibility Study on Replacing Steam by Carbon Dioxide for Concrete Masonry Units Curing." In Masonry 2014, 53–69. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2014. http://dx.doi.org/10.1520/stp157720130134.

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Lang, Nicholas R., and Jason J. Thompson. "Recent Changes to ASTM Specification C90 and Impact on Concrete Masonry Unit Technology." In Masonry 2014, 123–37. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2014. http://dx.doi.org/10.1520/stp157720130160.

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Conference papers on the topic "Concrete masonry"

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"Durability of Masonry Mortar." In SP-212: Sixth CANMET/ACI: Durability of Concrete. American Concrete Institute, 2003. http://dx.doi.org/10.14359/12725.

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Khan, Waseem, Saleem Akhtar, and Aslam Hussain. "Rehabilitation of concrete and masonry structures." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON SUSTAINABLE MATERIALS AND STRUCTURES FOR CIVIL INFRASTRUCTURES (SMSCI2019). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5127152.

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Van Zijl, Gideon, and Leon de Beer. "an SHCC overlay retrofitting strategy for unreinforced load bearing masonry." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.290.

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Bracken, William C., and Jose Busquets. "Forensic Investigation of Concrete Masonry Wall Cracking." In Seventh Congress on Forensic Engineering. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479711.016.

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Carrato, Peter, Keith Kennedy, Cory Brugger, Jennifer Heldman, and Darlene Lim. "Stone, Brick, and Concrete Masonry on Mars." In 18th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. Reston, VA: American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784484470.062.

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Hu, Linghui. "FRP Reinforced Masonry Structure and Concrete Structure." In 2021 4th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA). IEEE, 2021. http://dx.doi.org/10.1109/isttca53489.2021.9654721.

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"Strengthening Concrete Masonry with Fiber Reinforced Polymers." In SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5699.

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"Does the Size Effect Exist in Reinforced Masonry?" In SP-328: Shear in Structural Concrete. American Concrete Institute, 2018. http://dx.doi.org/10.14359/51711149.

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Laursen, Peter, and Jason Ingham. "Seismic Resistance of Prestressed Concrete Masonry Shear Walls." In Structures Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)125.

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Dalrymple, Gerald A. "Forensic Evaluation Techniques for Masonry and Concrete Construction." In Fifth Forensic Engineering Congress. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41082(362)63.

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Reports on the topic "Concrete masonry"

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Williams, Erin M., Stephen A. Akers, and Paul A. Reed. Laboratory Characterization of White Masonry Concrete. Fort Belvoir, VA: Defense Technical Information Center, September 2006. http://dx.doi.org/10.21236/ada456250.

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Huelman, P., L. Goldberg, and R. Jacobson. Innovative Retrofit Insulation Strategies for Concrete Masonry Foundations. Office of Scientific and Technical Information (OSTI), May 2015. http://dx.doi.org/10.2172/1220448.

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Huelman, P., L. Goldberg, and R. Jacobson. Innovative Retrofit Insulation Strategies for Concrete Masonry Foundations. Office of Scientific and Technical Information (OSTI), May 2015. http://dx.doi.org/10.2172/1215046.

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Woodward, Kyle, and Frank Rankin. Influence of aspect ratio on shear resistance of concrete block masonry walls. Gaithersburg, MD: National Bureau of Standards, January 1985. http://dx.doi.org/10.6028/nbs.ir.84-2993.

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Woodward, Kyle, and Frank Rankin. Influence of block and mortar strength on shear resistance of concrete block masonry walls. Gaithersburg, MD: National Bureau of Standards, 1985. http://dx.doi.org/10.6028/nbs.ir.85-3143.

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Flores-Dávila, Jorge, Thomas Napier, Annette Stumpf, and Susan Bevelheimer. Waste minimization plan for concrete masonry maintenance facilities : Fort Leonard Wood installation strategic sustainability plan. Construction Engineering Research Laboratory (U.S.), June 2017. http://dx.doi.org/10.21079/11681/22667.

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Wang, Kejin, James A. Gaunt, and Jiong Hu. Sequestering Lead in Paint by Utilizing Deconstructed Masonry Materials as Recycled Aggregate in Concrete. Revision 1. Fort Belvoir, VA: Defense Technical Information Center, May 2008. http://dx.doi.org/10.21236/ada495766.

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Davidson, James S., John M. Hoemann, Jonathon S. Shull, Hani A. Salim, Robert J. Dinan, Michael I. Hammons, and Bryan T. Bewick. Full-scale Experimental Evaluation of Partially Grouted, Minimally Reinforced Concrete Masonry Unit (CMU) Walls Against Blast Demands. Fort Belvoir, VA: Defense Technical Information Center, November 2010. http://dx.doi.org/10.21236/ada555022.

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Weiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski, and Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), May 2021. http://dx.doi.org/10.21079/11681/40683.

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Abstract:
A patented active porcelain enamel coating improves both the bond between the concrete and steel reinforcement as well as its corrosion resistance. A Small Business Innovation Research (SBIR) program to develop a commercial method for production of porcelain-coated fibers was developed in 2015. Market potential of this technology with its steel/concrete bond improvements and corrosion protection suggests that it can compete with other fiber reinforcing systems, with improvements in performance, durability, and cost, especially as compared to smooth fibers incorporated into concrete slabs and beams. Preliminary testing in a Phase 1 SBIR investigation indicated that active ceramic coatings on small diameter wire significantly improved the bond between the wires and the concrete to the point that the wires achieved yield before pullout without affecting the strength of the wire. As part of an SBIR Phase 2 effort, the University of Louisville under contract for Ceramics, Composites and Coatings Inc., proposed an investigation to evaluate active enamel-coated steel fibers in typical concrete applications and in masonry grouts in both tension and compression. Evaluation of the effect of the incorporation of coated fibers into Ultra-High Performance Concrete (UHPC) was examined using flexural and compressive strength testing as well as through nanoindentation.
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Duthinh, Dat. NIST workshop on standards development for the use of fiber reinforced polymers for the rehabilitation of concrete and masonry structures, January 7-8, 1998, Tucson, Arizona. Proceedings. Gaithersburg, MD: National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6288.

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