Relevant bibliographies by topics / Concrete construction – Joints

Contents

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

Academic literature on the topic 'Concrete construction – Joints'

Author: Grafiati
Published: 4 June 2021
Last updated: 10 February 2022

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Journal articles on the topic "Concrete construction – Joints"

1

Liu, Hongtao, Qiushi Yan, and Xiuli Du. "Seismic performance comparison between precast beam joints and cast-in-place beam joints." Advances in Structural Engineering 20, no. 9 (October 20, 2016): 1299–314. http://dx.doi.org/10.1177/1369433216674952.

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Precast reinforced concrete structures are widely used due to many constructional advantages such as faster construction speed, lower construction cost, being environmentally friendly, higher strength, and so on. To study the seismic performance of precast reinforced concrete structures, tests on beam-to-column joints of precast reinforced concrete structures were conducted under low reversed cyclic loading. In total, four joint specimens were produced in this study, including two precast joints and two cast-in-place joints. In addition to the comparison between different types of joints, the axial compression ratio of column was adopted as the main variable in this study. Analysis was carried out on the basis of the observed joint failure mode and relationships derived from the test data such as hysteresis curves, skeleton curves, stiffness degradation curves, energy dissipation capacities, and sleeve joint strain curves. Despite the closeness of energy dissipation capacity between the precast joints and the cast-in-place joints, they had different failure modes. Precast joints feature a relatively concentrated crack distribution in which the limited number of cracks was distributed throughout the plastic zone of the beam. Cast-in-place joints feature more evenly distributed cracks in the plastic zone, especially at the later stage of the loading. The steel slippage of the precast concrete joints was found influenced by the axial compression ratio. Through this study, it is concluded that seismic resistance capacity of precast concrete joint needs to be considered in design and construction and the grouting sleeve splice could be kept away from the hinge zones when precast concrete structures were used in regions of high seismicity. The results in this study can provide a theoretical basis for seismic design of precast reinforced concrete structures, which in turn can promote the application of precast reinforced concrete structures.
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Wei, Chun Ming, Hui Su, Qiang Zhao, and Chun Li Bi. "Bonding Mechanism of Horizontal Construction Joints." Advanced Materials Research 368-373 (October 2011): 1264–67. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1264.

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The quality of construction joint is significantly influenced by the precision in the concrete placement. In order to obtain the mechanical properties of horizontal construction joints surface, a comprehensive research was conducted. The research focused on the tensile capacity and seismic behavior of construction joints surface. According the tests failure characteristics, four kinds of cracking model of construction joints zone were formed. Test results indicated that bond materials could increase displacement ductility more than 10％～30％. And the clamping action provided by bond materials was so good that failure didn’t occur at the construction joint itself, but in the concrete adjacent to it. Axial compressive force is advantageous for the shear capacity of construction joint interface.
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Semko, Pavlo, Serhii Skliarenko, and Volodymyr Semko. "Concrete Filled Tubular Elements Joints Investigation." International Journal of Engineering & Technology 7, no. 3.2 (June 20, 2018): 494. http://dx.doi.org/10.14419/ijet.v7i3.2.14578.

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The stress-strain state and the bearing capacity of the dismountable joints of concrete filled tubular elements are investigated. The methods of calculation and constructive solutions of concrete filled tubular elements with joints are analyzed. Five new types of dismountable joints are proposed. Experimental studies of concrete filled tubular elements have been carried out. It was determined that the most effective for compression was a joint with a steel coupling and for bending the most effective was a joint with longitudinal ribs. The numerical modeling algorithm is presented; results are verified using experimental tests. A method for constructing N-M boundary dependences for concrete filled tubular structures is proposed. Bearing capacity diagrams for concrete filled tubular elements and their joints have been constructed. The costs of the materials needed to perform the joint as the example of a real construction for similar loads are analyzed.
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Zhijun, Cheng, Li Wenpei, Fan Pengxian, and Zhang Ning. "Experimental Study on the Impermeability of Concrete Construction Joints with Different Geometric Shapes." Open Civil Engineering Journal 7, no. 1 (August 19, 2013): 109–15. http://dx.doi.org/10.2174/1874149520130708005.

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Concrete construction joints are widely used in underground structures. The structure's impermeability is generally considered as its weak point. In this paper, influence of geometric shape and contact slurry on the impermeability of construction joints has been researched by a model test. Three joint types, including flat joints, arc joints and trapezoid joints, were constructed and tested. The tested construction joints were cast by half individually with a determined time interval to simulate the practical construction process. Each joint type has twelve samples, divided averagely into two groups, one of which was smeared by slurry on the contacts and the other was not. Test result shows that the structural type of construction joints has a great influence on the impermeability of samples. Trapezoid joints have the best impermeability, arc joints take the second place and flat joints are the worst. The contact slurry has a considerable unfavorable effect on the impermeability of construction joints.
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Kim, Haena, Byungkyu Moon, Xinyu Hu, Hosin (David) Lee, Gum-Sung Ryu, Kyung-Taek Koh, Changbin Joh, Byung-Suk Kim, and Brian Keierleber. "Construction and Performance Monitoring of Innovative Ultra-High-Performance Concrete Bridge." Infrastructures 6, no. 9 (August 30, 2021): 121. http://dx.doi.org/10.3390/infrastructures6090121.

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The application of Ultra-High-Performance Concrete (UHPC) materials in rehabilitating bridges and constructing primary bridge components is increasing rapidly across the world because of their superior strength and durability characteristics when compared to regular concretes. However, there have been few new bridges constructed using UHPC materials with regular formworks, ready-mix trucks, and construction equipment. This paper presents a comprehensive report encompassing the design, construction, and performance monitoring of a new bridge constructed in Iowa using a unique UHPC technology that includes steel fibers of two different lengths embedded in the concrete. By using optimized lengths of steel fibers, both the tensile strength and the toughness were increased. The UHPC material was produced with local cement and aggregates in the US using typical ready-mix concrete equipment. This paper discusses the experience gained from the design and construction process including mix design, batching, delivery of steel fibers to the ready-mix concrete batch unit, and post-tensioning of precast slabs at the jobsite. For four years after construction, the joints of the bridge decks were monitored using strain sensors mounted on both sides of the deck joints. The strain values were quite similar between the two sides of each joint, indicating a good load transfer between precast bridge girders. A bridge was successfully constructed using a unique UHPC technology incorporating two different lengths of steel fibers and utilizing local cement and aggregates and a ready-mix truck, and has been performing satisfactorily with a good load transfer across post-tensioned precast girder joints.
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Deineko, Andrei V., Valentina A. Kurochkina, Irina Yu Yakovleva, and Aleksandr N. Starostin. "Design of reinforced concrete slabs subject to the construction joints." Vestnik MGSU, no. 9 (September 2019): 1106–20. http://dx.doi.org/10.22227/1997-0935.2019.9.1106-1120.

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Introduction. When erecting monolithic reinforced concrete floor slabs, a necessity of construction joints arises. The construction joints are the areas of structural weakening. The construction practice shows that the compliance with the correct technology of the construction joint arrangement is not a sufficient condition to ensure the strength balance of reinforced concrete floor slabs. As a result, the stress-deformation state calculated on the assumption of the concrete slab solidity deviates from the actual state. The relevance of the task is determined by the fact that the conformity of design and actual characteristics of the in-situ reinforced concrete structures as a whole depends on the correct calculations of construction joints. Materials and methods. The problem of implementing the construction joints in the monolithic floor slabs was considered by way of example of a residential building under construction. In the course of construction, pre-construction land surveys were carried out at the areas of the construction joint arrangement. Calculations of reinforced concrete structures using finite element method (FEM) were also performed. Results. As a result of the study, the actual deflections of the floor slabs were measured at the areas of the construction joints and FEM calculations were made on the same floor slabs, both those erected at once and those erected in stages subject to the construction joints. The difference between the calculated and actual deflections is conditioned upon the inaccurate conformity between the mathematical model and the real reinforced concrete structure, its erection and maintenance conditions. It should be noted that the deflection of horizontal reinforced concrete structures is only one of the stress-deformation state parameters that can be measured better than the others. It is shown that if the deflection of a real reinforced concrete structure does not correspond with the design estimation, the other stress-deformation state parameters will differ from the design estimation as well. Conclusions. The influence of joints can be taken into account in the scope of FEM computer-aided calculations with the explicit reproduction of the structure erection by pouring concrete, using engineering approach to the consideration of nonlinearity on the basis of the introducing reduction coefficients to the reinforced concrete effective modulus of elasticity. Solid composition modeling of reinforced concrete provides the best possibilities on taking all sorts of nonlinearity manifestations into consideration.
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Zhao, Teng Fei, Zhao Bo Meng, and Yong Sheng Zhao. "Experimental Research on Seismic Capacity of the Frame Sandwich Boundary Joint." Applied Mechanics and Materials 405-408 (September 2013): 1974–77. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1974.

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In the tall building frame structure, the traditional frame joints which are usually constructed with the high strength concrete of the columns bring many difficulties to the construction. The frame joints concreted with beams low grade concrete (named as sandwich joint) is urged intensively by the engineers. The paper introduces the experiment of two full-scale sandwich boundary joints in the middle floor under cyclic load. Based on the test result, the specimens seismic behavior on performance of load-carrying capacity, node deformation, ductility, energy dissipation capacity etc are studied. Through comparison with traditional frame boundary joints, comprehensive seismic performance of sandwich boundary joints does not significantly reduce. The engineering applications of these sandwich frame joints are proved to be feasible, and some suggestions for the engineering application of this joint are proposed.
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Hwang, Yong Ha, Keun Hyeok Yang, Jae Sung Mun, Hyun Sub Yoon, In Hyuk Hwang, and Hye Jin Lee. "Effect of Concrete Types and Construction Joints on Concrete Shear Friction Characteristics." Key Engineering Materials 723 (December 2016): 700–705. http://dx.doi.org/10.4028/www.scientific.net/kem.723.700.

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The present study examined the effect of smooth construction joint and concrete unit weight on the shear friction behavior of concrete. From nine push-off test specimens, shear load-relative slip relationships, shear cracking stress, shear friction strength were measured. Test results showed that the shear cracking stress was hardly affected by the configuration of transverse reinforcement or concrete unit weight. The shear friction strength of monolithic normal-weight concrete was approximately three times higher than that of the companion specimens with construction joint. Meanwhile, the heavyweight concrete joints had a similar shear friction strength to normal-weight concrete ones.
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Yakovleva, Irina, and Valentina Kurochkina. "Arrangement of construction joints in cast-in-place slabs." E3S Web of Conferences 97 (2019): 04023. http://dx.doi.org/10.1051/e3sconf/20199704023.

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Within latest decades cast-in-place construction of residential houses has been actively developed. Works on erection of cast-in-place frame of the building are normally performed by phases, which results in a necessity to arrange construction joints of concreting. In accordance with regulatory documents, it is allowed to arrange construction joints in any place of the slab, in parallel with its less side. As well, it is necessary to observe the technology for joint arrangement. As practice shows, observing only technology of construction joint arrangement is insufficient to provide for strength properties of cast-in-place reinforced-concrete slabs. This article provides an analysis of actual geodetic pre-construction surveys, design and theoretically-calculated solutions; case study is a multistoried building under construction. On which basis, excessive slab deflections in the places of construction joints, were detected. It is established, that the main reason for deflection occurrence is early removal of slab formwork and installation of supports for temporary supporting. On the basis of obtained findings authors make conclusions regarding compulsory observance of the technology for construction joint arrangement, regarding a necessity to remove formwork according to common standards 70.13330.2012; as well, it is recommended to leave formwork under construction joints until concrete gains 100% of ruggedness.
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Hao, Yan E., and Yong Qiang Lan. "Analysis on Setting Joints Technology in the Concrete Structure Buildings." Advanced Materials Research 971-973 (June 2014): 2052–56. http://dx.doi.org/10.4028/www.scientific.net/amr.971-973.2052.

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If reasonable joint is set in the design and construction of concrete structure buildings in advance as required, it can not only avoid or alleviate structural cracking and guarantee the quality of engineering construction, but also be good to improve the structural integrality and durability and lengthen service life of the buildings. This paper states the main types and functions of joints in the design and construction of reinforced concrete structure buildings. Then the major forms of setting joint technology are analyzed and discussed so as to provide references for relevant engineering technicians.
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Dissertations / Theses on the topic "Concrete construction – Joints"

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黃崑 and Kun Huang. "Design and detailing of diagonally reinforced interior beam-column joints for moderate seismicity regions." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31244233.

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Wong, Ho Fai. "Shear strength and seismic performance of non-seismically designed reinforced concrete beam-column joints /." View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20WONG.

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Lau, Shuk-lei. "Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheets." Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B32001630.

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Lau, Shuk-lei, and 劉淑妮. "Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheets." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B32001630.

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Noor, Iqbal. "A study of an interior joint for large panel precast buildings /." Thesis, McGill University, 1987. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63810.

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El-Amoury, Tarek Abbas Ghobarah Ahmed. "Seismic rehabilitation of concrete frame beam-column joints /." *McMaster only, 2004.

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Li, Jing, and 李靜. "Effects of diagonal steel bars on performance of interior beam-column joints constructed with high-strength concrete." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31244464.

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Engindeniz, Murat. "Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/24808.

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Thesis (Ph.D.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2008.
Committee Co-Chair: Kahn, Lawrence F.; Committee Co-Chair: Zureick, Abdul-Hamid; Committee Member: Armanios, Erian A.; Committee Member: Gentry, Russell T.; Committee Member: Leon, Roberto T.
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Ridwan. "Reinforced concrete beam-column joints strengthened in shear with embedded bars." Thesis, University of Birmingham, 2016. http://etheses.bham.ac.uk//id/eprint/7138/.

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Beam-column (BC) joints play an important role in the seismic performance of moment-resisting reinforced concrete (RC) frame structures. Without adequate joint shear reinforcement, BC joints can be the most vulnerable elements during an earthquake. Several techniques for improving the seismic performance of BC joints have been proposed, but they have been criticised for being labour-intensive and/or susceptible to premature debonding. This research explores the application of the deep embedment technique for strengthening a shear-deficient beam-column joint. Two approaches, experimental and finite element (FE) study were conducted. The experiment contained the tests of seven exterior RC BC joints under constant column axial load and a reverse cyclic load at the beam end. Variables considered during the experiments were the material type and embedded reinforcement ratio. The FE study included the modelling of the tested specimens using ABAQUS and parametric study to asses the effect of column axial load, concrete compressive strength and embedded bar size on joint shear strength. The experimental results showed the strengthened specimens had superior global and local behaviour compared to the control one. In addition, the maximum joint shear strength also changes linearly with the variation of the concrete strength, column axial load and embedded bar size.
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Gu, Xue Fan 1956. "Shear behaviour of sandstone-concrete joints and pile shafts in sandstone." Monash University, Dept. of Civil Engineering, 2001. http://arrow.monash.edu.au/hdl/1959.1/8856.

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Books on the topic "Concrete construction – Joints"

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Blundell, R. Joints in in situ concrete. Wexham: Concrete Society, 1988.

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Neeley, Billy D. Methods of preparing horizontal construction joints in mass concrete. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1996.

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Neeley, Billy D. Methods of preparing horizontal construction joints in mass concrete. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1998.

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R, Cather, and Construction Industry Research and Information Association., eds. Design and construction of joints in concrete structures. London: Construction Industry Research and Information Association, 1995.

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McGhee, Kenneth H. Design, construction, and maintenance of PCC pavement joints. Washington, D.C: National Academy Press, 1995.

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Kō konkurīto kōzō setsugōbu no ōryoku dentatsu to teikō kikō: Stress transferring mechanism and resistance mechanism of steel-reinforced concrete joints. Tōkyō: Nihon Kenchiku Gakkai, 2011.

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Institution, British Standards. Structural fixings in concrete and masonry. London: B.S.I., 1993.

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Trouillet, Pierre. Comportement local de connecteurs acier/béton sollicités au cisaillement: Étude bibliographique. [Paris]: Ministère de l'équipment, du logement, de l'aménagement du territoire et des transports, Laboratoire central des ponts et chaussées, 1987.

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Rainer, Hohmann. Fugenabdichtung bei wasserundurchlässigen Bauwerken aus Beton. 2nd ed. Stuttgart: Fraunhofer-IRB-Verl., 2007.

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Mattock, Alan H. Strength of members with dapped ends. Chicago, Ill: Prestressed Concrete Institute, 1986.

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Book chapters on the topic "Concrete construction – Joints"

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Sur, Suchintya Kumar. "Joints in Concrete Structures." In A Practical Guide to Construction of Hydropower Facilities, 277–302. First edition. | New York, NY : CRC Press/Taylor & Francis Group, 2019.: CRC Press, 2019. http://dx.doi.org/10.1201/9781351233279-12.

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Bedirhanoglu, Idris, Alper Ilki, and Nahit Kumbasar. "Innovative Techniques for Seismic Retrofitting of RC Joints." In Innovative Materials and Techniques in Concrete Construction, 243–51. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-1997-2_15.

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Wan, Qian, Li Wang, and Guowei Ma. "Adaptable Tool-Path Planning Method for 3D Concrete Printing Based on the Mapping Method." In Proceedings of the 2020 DigitalFUTURES, 255–64. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4400-6_24.

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Abstract3D concrete printing (3DCP) has been successfully and widely applied in the fields of civil structure, infrastructure, architectural decoration etc.,due to its unique advantages of automation and flexibility, and has shown great potential for development. One of the key steps in the execution of 3DCP is the tool-path planning process. However, 3DCP typically utilize the flowable composite materials which changes with time, and it is easy to induce interface joints or filling defects due to uneven path distribution when constructing the irregular-shaped construction. To solve the problem of printing path planning in 3DCP, this paper proposes tool-path planning based on mapping method, which integrates the rheology and necessary continuity of concrete materials into the printing process parameters, improves the mutual adaptability of printing process and material characteristics, improves the continuity of printing, the compactness of filling, and then ensures the stability and durability of printing structure.
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Ma, Shaosen, and Weizhong Chen. "Mechanical Properties and Seismic Isolation Mechanism of Foamed Concrete Longitudinal Joints of Tunnel in Rock." In Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 369–75. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0017-2_37.

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Soshiroda, T., K. Hayakawa, K. Yoda, and M. Tanaka. "Effects of Cellulose Ether on Homogeneity of Concrete in Structures — Relating Quality Variations and Construction Joints." In Adhesion between polymers and concrete / Adhésion entre polymères et béton, 125–33. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_14.

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Miyauchi, Hiroyuki, Michael A. Lacasse, Noriyoshi Enomoto, Shigeki Murata, and Kyoji Tanaka. "Durability of Acrylic Sealants Applied to Joints of Autoclaved Lightweight Concrete Walls: Evaluation of Exposure Testing." In Durability of Building and Construction Sealants and Adhesives: 4th Volume, 47–69. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2011. http://dx.doi.org/10.1520/stp49513t.

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Miyauchi, Hiroyuki, Michael A. Lacasse, Noriyoshi Enomoto, Shigeki Murata, and Kyoji Tanaka. "Durability of Acrylic Sealants Applied to Joints of Autoclaved Lightweight Concrete Walls: Evaluation of Exposure Testing." In Durability of Building and Construction Sealants and Adhesives: 4th Volume, 47–69. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2011. http://dx.doi.org/10.1520/stp154520120003.

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Lindig, V. "Composite Construction in Reinforced Concrete Taking into Consideration the Non-Rigid Bond of Interfaces in Joints." In Computational Methods in Engineering & Science, 284. Berlin, Heidelberg: Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/978-3-540-48260-4_130.

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Ødegård, Atle, and Stål Bjørkly. "Interprofessional Collaboration Concerning Offenders in Transition Between Mental Health and Criminal Justice Services. PINCOM Used as a Framework for HCR-20V3 Assessment." In Improving Interagency Collaboration, Innovation and Learning in Criminal Justice Systems, 249–65. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-70661-6_10.

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AbstractThis chapter provides a novel framework for risk assessment and management by combining the Perception of Interprofessional Collaboration Model (PINCOM) and Historical-Clinical-Risk Management-20, Version 3 (HCR-20V3). PINCOM was developed to identify central aspects of interprofessional collaboration, whereas HCR-20V3 is the most used instrument in risk assessment of violence worldwide. The main scope of this chapter is to introduce and discuss the feasibility of combining the two tools to enhance collaboration between service providers in the mental health and criminal justice systems. First, we describe the HCR-20V3 and suggest how parts of it can be jointly used as a tool for concrete collaboration in the practice field. Next, we present the PINCOM tool, containing a conceptual model (PINCOM) and a research methodology (PINCOM-Q). It is suggested that the HCR-20V3 serves as a meeting point between different professionals for being concrete in joint casework. PINCOM can then be used within a larger social innovation framework and as a reflective tool during or after this structured professional assessment and acting as a catalyser for constructive collaboration.
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Taniguchi, Yoshiki, and Norihiko Agemi. "Structural Improvement of the Construction Joint of the Cut and Cover Tunnels." In High Tech Concrete: Where Technology and Engineering Meet, 1985–93. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_227.

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Conference papers on the topic "Concrete construction – Joints"

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Kanno, Ryoichi, and Gregory G. Deierlein. "Design Model of Joints for RCS Frames." In Composite Construction in Steel and Concrete IV Conference 2000. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)82.

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Jaspart, Jean-Pierre, and Jean-François Demonceau. "Composite Joints in Robust Building Frames." In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)36.

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Eltayeb-Onsa, Sara, and Amged O. Abdelatif. "Accelerated Corrosion Tests on Lapped Spliced Joints in Concrete." In The International Conference on Civil Infrastructure and Construction. Qatar University Press, 2020. http://dx.doi.org/10.29117/cic.2020.0110.

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Rickard, Larry, Wonchang Choi, Sameer Hamoush, and Miguel Picornell. "Non-Destructive Method To Evaluate Concrete Bridge Deck Joints." In The Seventh International Structural Engineering and Construction Conference. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-107-325.

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Sørensen, Jesper H., Linh C. Hoang, Gregor Fischer, and John F. Olesen. "Construction-friendly ductile shear joints for precast concrete panels." In International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.1181.

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Jeyarajan, S., J. Y. Richard Liew, and C. G. Koh. "Modelling of Semi-Rigid Joints in Steel-Concrete Composite Frames." In International Conference on Composite Construction in Steel and Concrete 2013. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479735.032.

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Lachal, Alain, Jean-Marie Aribert, and Adrian Ciutina. "Seismic Performance of End-Plate Moment Resisting Composite Joints." In Fifth International Conference on Composite Construction in Steel and Concrete. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)59.

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Crisinel, Michel, and Markus Kattner. "A Design Method for Braced Steel Frames Comprising Semi-Continuous Composite Joints." In Composite Construction in Steel and Concrete IV Conference 2000. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)60.

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Guezouli, Samy, Hugues Somja, Sao Serey Kaing, and Alain Lachal. "Numerical Modelling of Composite Beam-to-Beam Joints-Innovative Solutions." In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)44.

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Loho, G., A. Lachal, and J. M. Aribert. "Strengthening of Composite Beam-to-Column Joints: Static and Seismic Behavior." In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)43.

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Reports on the topic "Concrete construction – Joints"

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Brewer, K. N. Effects of rebar and concrete construction joints on the migration of 4 M HNO{sub 3} in concrete test cylinders. Office of Scientific and Technical Information (OSTI), June 1993. http://dx.doi.org/10.2172/10102789.

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Habert, Guillaume, and Francesco Pittau. Joint synthesis “Sustainable Concrete Structures” of the NRP “Energy”. Swiss National Science Foundation (SNSF), February 2020. http://dx.doi.org/10.46446/publication_nrp70_nrp71.2020.5.en.

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Abstract:
All structures in Switzerland - that is, all buildings, roads, infrastructure constructions and so on - consume over their entire life cycle around 50 % of Switzerland's final energy requirement. They are also responsible for around 30 % of emissions of the greenhouse gas CO2. In recent decades, the energy requirements and CO2 emissions resulting from the use of such structures have fallen sharply. However, the grey energy contained within the structures as well as the CO2 emissions associated with the construction, renovation and demolition of buildings, remain high. There is great potential for improvement here. The joint project “Low energy concrete” provides an important basis for transforming the construction industry into a sustainable sector. It primarily focuses on the building material concrete, which is responsible for an especially high amount of grey energy and significant CO2 emissions. The results of this joint project are summarised and interpreted in this synthesis on “Sustainable Concrete Structures”. The chief objectives of the joint project were as follows: CO2 emissions and grey energy are reduced by drastically decreasing the amount of clinker in the cement. Grey energy is reduced by replacing reinforcing and prestressing steel in concrete structures with wood and plastic. The service life of the structures is extended by professional monitoring and adequate renovation measures; this reduces the average annual grey energy and CO2 emissions. The research work shows that the CO2 emissions caused by concrete and concrete structures can be reduced by a factor of 4, while the bound grey energy can be decreased by a factor of 3.
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