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Добірка наукової літератури з теми "Timber composite"

Автор: Grafiati

Опубліковано: 1 листопада 2024

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Статті в журналах з теми "Timber composite"

1

Sandhyavitri, Ari, Fakhri Fakhri, Rizki Ramadhan Husaini, Indra Kuswoyo, and Manyuk Fauzi. "Added values of the local timbers materials for main bridge frame structures utilizing laminating composites technology." Journal of Applied Materials and Technology 2, no. 1 (2020): 50–58. http://dx.doi.org/10.31258/jamt.2.1.50-58.

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The objectives of this article are to seek the opportunity to enhance the local Indonesia timber material physical performances (encompassing the low-class quality of III and IV timbers with the Modulus of Elasticity (MOE) = 5,000 - 9,000 MPa) utilizing laminated composite technology to become higher-class timber quality (class II) with the Modulus of Elasticity (MOE)> 15,000 MPa so that it can be used as an alternative material for constructing the bridge mainframe structures (girder beams) especially for the Indragiri Hilir regency, Riau Province, Indonesia. This regency needs several hun

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2

Buyuktaskin, Halet Almila Arda, Mehmet Serkan Yatagan, Gulseren Erol Soyoz, Leyla Tanacan, and Morvarid Dilmaghani. "EXPERIMENTAL INVESTIGATION OF THE DURABILITY OF LOAD BEARING TIMBER-GLASS COMPOSITES UNDER THE EFFECTS OF ACCELERATED AGING." Journal of Green Building 14, no. 2 (2019): 45–59. http://dx.doi.org/10.3992/1943-4618.14.2.45.

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Although timber was used extensively as a structural material for traditional buildings in Turkey in the past, usage of structural timber decreased significantly over time and timber has been largely replaced by other materials. As timber is a natural, durable and sustainable material, it would be desirable to re-introduce timber structural elements to contemporary construction in a form that is appealing to industry. Timber-glass composite structural elements are potentially a good candidate for this purpose. To that end, a series of tests were conducted on load-bearing timber-glass composite

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3

Soalih, Hussien Alkasim, and Serhat Demir. "Current practice and recent developments of shear connectors for timber concrete composite applications: A state of the art review." Journal of Structural Engineering & Applied Mechanics 6, no. 5 (2023): 422–40. http://dx.doi.org/10.31462/jseam.2023.05422440.

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Several studies have been made on timber concrete composite shear connectors and most of these connectors are brittle at failure. Ductile shear connectors are not studied as extensively as ordinary shear connectors and the interest to study high ductility shear connectors increased in the past two decades. Recent literature references were chosen and reviewed on construction techniques of timber concrete composite shear connectors. A detailed summary of timber concrete composites, the mechanical properties of connectors, and types of connection systems are presented. Experimentally validated d

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4

Xie, Lan, Guojing He, Xiaodong (Alice) Wang, Xiao Tang, and Roberto Crocetti. "Hysteretic performance of angle steel connections in a timber-concrete composite system." BioResources 17, no. 1 (2022): 1270–84. http://dx.doi.org/10.15376/biores.17.1.1270-1284.

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Timber–concrete composite systems are widely used in Europe, North America, and Australasia, primarily due to their good mechanical performance in terms of statics, dynamics, and seismic response. In addition, the concrete slab provides excellent protection to the timber, making such systems suitable for outdoor application. The seismic performance of timber–concrete composites is normally governed by their ductility and energy dissipation capacity. However, few design codes address the ductility and energy dissipation capacity of timber–concrete composite systems, owing to a lack of reliable

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5

Senashov, Sergey I., Irina L. Savostyanova, and Alexander N. Yakhno. "Bending of composite timber." Siberian Aerospace Journal 25, no. 1 (2024): 25–32. http://dx.doi.org/10.31772/2712-8970-2024-25-1-25-32.

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Technologies and production widely use composite materials now. “Mechanics of deformable solids” was formed as a science based on the study of materials used in the 19th and 20th centuries. Modern composite materials require new theoretical and experimental studies. Determining the stresses and deformations that occur at the points of contact of the matrix with the fibers is a special problem. Composites with a plastic matrix play an important role in modern technology. These materials successfully cope with cracking and significantly slow down the growth of cracks. In this article, the proble

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6

Utkin, V. A., and I. I. Gotovtsev. "CRESTED SHEAR CONNECTORS APPLICATION TO COMBINE REINFORCED CONCRETE SLAB AND PLANK-NAILED STRUCTURE OF BRIDGE SPAN." Russian Automobile and Highway Industry Journal 17, no. 3 (2020): 414–27. http://dx.doi.org/10.26518/2071-7296-2020-17-3-414-427.

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Introduction. The construction of bridges using timber materials is experiencing a real boom throughout the world .The USA is considered to be a leader, where 80% of the bridges are made of timber or materials based on it. In Russia timber bridge construction has been stagnating for the last 50 years, although there is a need for these bridges. Timber structures could solve many problems with Russian roads, especially in remote areas. Timber structures are widely considered to be outdated, so they cannot meet current requirements of load capacity and durability, also they are vulnerable to atm

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7

Ceccotti, Ario. "Composite concrete-timber structures." Progress in Structural Engineering and Materials 4, no. 3 (2002): 264–75. http://dx.doi.org/10.1002/pse.126.

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8

Buka-Vaivade, Karina, Dmitrijs Serdjuks, and Leonids Pakrastins. "Cost Factor Analysis for Timber–Concrete Composite with a Lightweight Plywood Rib Floor Panel." Buildings 12, no. 6 (2022): 761. http://dx.doi.org/10.3390/buildings12060761.

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With the growing importance of the principle of sustainability, there is an increasing interest in the use of timber–concrete composite for floors, especially for medium and large span buildings. Timber–concrete composite combines the better properties of both materials and reduces their disadvantages. The most common choice is to use a cross-laminated timber panel as a base for a timber–concrete composite. But a timber–concrete composite solution with plywood rib panels with an adhesive connection between the timber base and fibre reinforced concrete layer is offered as the more cost-effectiv

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9

Owens, Frank C., R. Daniel Seale, and Rubin Shmulsky. "Strength and stiffness of 8-inch deep mixed hardwood composite timber mats." BioResources 15, no. 2 (2020): 2495–500. http://dx.doi.org/10.15376/biores.15.2.2495-2500.

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There is a current and pressing need to develop engineering standards for timber- and other wood-based mats. In 2018 a group of mat producers and users began discussing a potential grading specification standard specific to mats. There are large gaps in the literature regarding the performance of the available raw materials as well as bolt-laminated mat systems. This work represents a novel attempt to begin to assess the mechanical properties of timber mats. Eight-inch deep mixed hardwood timbers were graded according to an experimental specification standard. Then, they were drilled and bolt

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10

Mlote, Doreen Steven, and Michael Budig. "Load-Bearing Capacities and Pseudo-Ductility of Carbon Fiber-Reinforced New Zealand Pine Timber Beams." Journal of Composites Science 6, no. 8 (2022): 239. http://dx.doi.org/10.3390/jcs6080239.

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Анотація:

Building construction contributes a significant portion to the global consumption of energy and greenhouse gas (GHG) emissions, and decarbonization has become one of the main targets. This has turned much attention to renewable materials, particularly timber construction. Wood is a natural composite, and it causes challenges in its natural state due to its mechanical properties and functionality, which has constrained its use in construction. Laminating wood sections into glue-laminated (glulam) and cross-laminated timber (CLT) components overcomes limitations in dimensions and inconsistencies

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Дисертації з теми "Timber composite"

1

Skinner, Jonathan. "Thin topping timber-concrete composite floors." Thesis, University of Bath, 2014. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.606665.

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A timber-concrete composite (TCC) combines timber and concrete, utilising the complementary properties of each material. The composite is designed in such a way that the timber resists combined tension and bending, whilst the concrete resists combined compression and bending. This construction technique can be used either in new build construction, or in refurbishment, for upgrading existing timber structures. Its use is most prolific in continental Europe, Australasia, and the United States of America but has yet to be widely used in the United Kingdom. To date, the topping upgrades used have

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2

Skaare, Mathilde Korvald. "Vibrations in Composite Timber-Concrete Floor Systems." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-23327.

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Timber-concrete composite structures were originally developed for bridges and strengthening existing timber floors, but is today used extensively also in new buildings. The objective of this thesis was to look at the dynamic behavior of a timber-concrete composite system, where the concrete deck consisted of several prefabricated elements glued together. The shear connector used was a glued-in steel mesh, which had shown strong capacity in previous studies. The concrete was fibre reinforced concrete.A full-scale model was built in the laboratory, and the following tests were performed: A dyna

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3

Churchill, C. E. "Direct and flanking transmission across timber concrete composite floors with cross laminated timber walls." Thesis, University of Liverpool, 2018. http://livrepository.liverpool.ac.uk/3021424/.

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Timber-concrete composite (HBV) floors are widely manufactured by many construction companies. Cross laminated timber (CLT) elements are an effective way to produce more homogenised timber building elements. In this thesis, the applicability of measurement-based prediction methods to calculate the apparent sound reduction index (R’) for these two types of elements was investigated. A prediction model using Statistical Energy Analysis (SEA) was developed and validated to calculate the airborne sound transmission of a HBV floor. There was additional complexity in modelling this floor system comp

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4

O'Neill, James William. "The Fire Performance of Timber-Concrete Composite Floors." Thesis, University of Canterbury. Civil and Natural Resources, 2009. http://hdl.handle.net/10092/3912.

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Анотація:

Timber-concrete composite floors are a combination of timber joists and concrete topping, creating a flooring system to best utilise the advantages each material has to offer. Timber is used as the main tensile load bearing material due to its high strength-to-weight ratio, while concrete is used in floor slabs for its advantages in stiffness and acoustic separation. The strength of the system is dependent on the connection between timber and concrete, thus the connection must be strong, stiff, and economical to manufacture, to ensure that the flooring system is economically viable. This rese

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5

Hong, Kwan Eui Marcel. "Structural performance of nail-laminated timber-concrete composite floors." Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/62710.

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Nail-laminated timber-concrete composite (TCC) is a system composed of a nail-laminated timber (NLT) panel connected to a concrete slab through shear connections. When used as flexural elements such as floors, the concrete and NLT are located in the compression and tension zones, respectively. NLT panels, being constructed out of inexpensive lumber planks nailed on their sides, offer an economical advantage in mass-timber constructions that complement the structural and building physics advantages of TCC. However, the performance of nail-laminated TCC as well as efficient shear connectors for

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6

Inniss, Clifton F. "Analytical and experimental modelling of timber-concrete composite beams." Thesis, University of Surrey, 1994. http://epubs.surrey.ac.uk/842780/.

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Анотація:

This thesis investigates the behaviour of timber-concrete composite beams with mechanical shear connectors. The analysis of these structures is complex due to the discontinuity caused by slip at the interface between the timber and concrete and can only be achieved by the use of sophisticated analytical techniques. A literature review has been carried out highlighting the fact that only a limited amount of theoretical and experimental work exists on timber- concrete composite beams. The fundamental objectives of this study were to develop suitable analytical and experimental models so as to be

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7

Yeoh, David Eng Chuan. "Behaviour and Design of Timber-Concrete Composite Floor System." Thesis, University of Canterbury. Department of Civil and Natural Resources, 2010. http://hdl.handle.net/10092/4428.

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This Ph.D. thesis represents a summative report detailing research processes and outcomes from investigating the ultimate and serviceability limit state short- and long-term behaviour and design of timber-concrete composite floors. The project enables the realization of a semi-prefabricated LVL-concrete composite floor system of up to 15 m long using 3 types of connection. Design span tables which satisfy the ultimate and serviceability limit state short- and long-term verifications for this system form the novel contribution of this thesis. In quantifying the behaviour of timber-concrete

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8

Ribbenstedt, Marcus, and Nick Salvati. "Simulation driven design of timber bolster in fibre composite." Thesis, KTH, Lättkonstruktioner, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-203367.

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The primary objective of this thesis is to investigate a simulation and optimisation based methodology using fibre composite materials to lower the weight of timber bolsters. The timber bolsters secure the timber from falling off the truck during loading and transport. A lighter forestry truck is beneficial for several reasons such as increased payload and fuel efficiency and a decreased environmental impact. This thesis includes a concept study for a bolster made of fibre composites. Carbon and glass fibres together with polyurethane were chosen as material system and the recommended manufact

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9

Cameron, Tony Ray. "Alaskan timber resources for wood-plastic composites." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Summer2009/t_cameron_070209.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, August 2009.<br>Title from PDF title page (viewed on Aug. 12, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references.

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Mohamed, Ahmed S. "Photogrammetric and stereo vision techniques for evaluating material properties in timber and timber-based composite structures." Thesis, Edinburgh Napier University, 2016. http://researchrepository.napier.ac.uk/Output/462281.

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A fundamental requirement for efficient use of a glulam beam is an accurate knowledge of its mechanical behaviour and the material properties characterising that behaviour. It becomes extremely important to obtain accurate measurements of material properties ofglulam, but this can be challengeable, especially for commonly used properties, such as the modulus of elasticity and shear modulus. Experiment testing is the way to determine elastic properties, however, the problem of experimentally determining appropriatevalues of these properties for timber-based composite is not as simple and straig

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Книги з теми "Timber composite"

1

Radford, D. W. Composite repair of timber structures. Dept. of Mechanical Engineering, Colorado State University, 2000.

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2

Wolfe, Ronald W. Timber rivets in structural composite lumber. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 2004.

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3

B, Manbeck H., and Forest Products Laboratory (U.S.), eds. Performance of Red Maple glulam timber beams. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1993.

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4

Alling, Joseph. Timber vs. composite/plastic pile fender systems in Pearl Harbor maintenance cost comparison. Available from National Technical Information Service, 1996.

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5

May, Dennis M. The north central forest inventory and analysis timber product output database: A regional composite approach. U.S. Dept. of Agriculture, Forest Service, North Central Research Station, 1998.

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United States. Forest Service. North Central Research Station, ed. The north central forest inventory and analysis timber product output database: A regional composite approach. U.S. Dept. of Agriculture, Forest Service, North Central Research Station, 1998.

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7

Kenel, Albin. Zur Berechnung von Holz/Beton-Verbundkonstruktionen: Entwicklung und Vergleich verschiedener Berechnungsmethoden = Calculation and dimensioning of timber concrete composite structural elements : development and comparison of various methods. EMPA, Eidgenössische Materialprüfungs- und Forschungsanstalt, Abt. Holz, 2000.

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8

Mettem, C. J. Structural timber composites: Design guide. Trada Technology, 1996.

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9

Ranzi, Gianluca, ed. Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.

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<p>Steel-concrete composite structures are widely used throughout the world for buildings and bridges. A distinguishing feature of this form of construction is the combination of concrete and steel components to achieve enhanced structural performance. <p>The time-dependent response of concrete and its infl uence on the service behaviour and design of composite structures are the main focus of this SED. For the fi rst time, a publication combines a state-of-the-art review of the research with the available design specifi cations of Europe, Australia and New Zealand, and USA. This p

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Scialdone, John J. Gravimetric measurements of materials outgassing applied to graphite-epoxy laminates. National Aeronautics and Space Administration, Goddard Space Flight Center, 1989.

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Частини книг з теми "Timber composite"

1

Shahnewaz, Md, Carla Dickof, and Thomas Tannert. "Bending Performance of Timber-Timber Composite Floors." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0656-5_43.

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McAllister, E., and D. McPolin. "Development of cross-laminated timber composite panels from C16 timber." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-276.

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3

McAllister, E., and D. McPolin. "Development of cross-laminated timber composite panels from C16 timber." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-276.

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4

Holschemacher, K. "Recent developments in timber-concrete composite construction." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-272.

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Holschemacher, K. "Recent developments in timber-concrete composite construction." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-272.

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6

Kuklík, Petr, Pavel Nechanický, and Anna Kuklíková. "Development of Prefabricated Timber-Concrete Composite Floors." In Materials and Joints in Timber Structures. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_42.

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Crocetti, Roberto, Tiziano Sartori, Roberto Tomasi, and José L. F. Cabo. "An Innovative Prefabricated Timber-Concrete Composite System." In Materials and Joints in Timber Structures. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_47.

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8

Popov, Egor, Tatiana Nikitina, Valery Cherednichenko, et al. "Timber-Composite Panels with Discontinuity in Cladding." In Fundamental and Applied Scientific Research in the Development of Agriculture in the Far East (AFE-2022). Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-36960-5_75.

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9

Liu, MingYu. "Analytical and Numerical Analysis for the Vibrational Response of Timber-Concrete Composite Floor." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_1.

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AbstractThis study investigates the vibration characteristics of composite timber-concrete floor systems to provide a reliable benchmark for optimizing composite floor system designs. This paper uses the numerical and analytical methods for evaluation to support more detailed study results and to build a comprehensive model for future research. Through Strand7 and ABAQUS numerical finite element analysis, geometrical layout and beam material effects on the timber-concrete composite floor are thoroughly explored. Meanwhile, the analytical results are further compared with the analytical solution based on the Dunkerley method and AISC. Then 15 kinds of timber-concrete composite floor designs are simulated and numerically tested. It was found that the dimensions of the timber beams and their composition might affect the natural frequencies of the floors. On this basis, this paper proposes future design schemes to provide reliable suggestions for further research.

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10

Walgenbach-Albat, F., T. Göckel, A. Laubach, G. Kusser, F. Miebach, and J. Schaffitzel. "Investigations on shear-connections of timber-granite-composite structures." In Structures and Architecture A Viable Urban Perspective? CRC Press, 2022. http://dx.doi.org/10.1201/9781003023555-164.

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Тези доповідей конференцій з теми "Timber composite"

1

NOURI, FARSHID, MARK A. BRADFORD, and HAMID VALIPOUR. "EXPERIMENTAL STUDY OF TIMBER–TIMBER COMPOSITE MEMBERS." In HPSM/OPTI 2018. WIT Press, 2018. http://dx.doi.org/10.2495/hpsm180091.

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2

Brieden, Matthias, Max Braun, Werner Seim, Kristina Schramm, and Philipp Eversmann. "SEGMENTED COMPOSITE SECTIONS WITH WOOD DOWELS." In World Conference on Timber Engineering 2023 (WCTE2023). World Conference on Timber Engineering (WCTE 2023), 2023. http://dx.doi.org/10.52202/069179-0453.

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3

Fadai, Alireza, Johann Scheibenreiter, Alex Müllner, and Marie Theres Brunauer. "DEVELOPMENT OF LVL-CONCRETE COMPOSITE FLOOR SYSTEMS." In World Conference on Timber Engineering 2023 (WCTE2023). World Conference on Timber Engineering (WCTE 2023), 2023. http://dx.doi.org/10.52202/069179-0437.

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Mainey, Alexander J., Benoit P. Gilbert, Dilum Fernando, and Henri Bailleres. "Thin-walled timber and FRP-timber veneer composite CEE-sections." 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.2016.422.

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Matsushita, Shizuka, and Shinichi Shioya. "BURNING TEST OF STEEL BAR - TIMBER COMPOSITE BEAM." In World Conference on Timber Engineering 2023 (WCTE2023). World Conference on Timber Engineering (WCTE 2023), 2023. http://dx.doi.org/10.52202/069179-0216.

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Shahin, Alireza, Craig J. L. Cowled, Henri Bailleres, and Sabrina Fawzia. "MECHANICAL BEHAVIOUR OF TIMBER-STEEL COMPOSITE CONNECTION SYSTEMS." In World Conference on Timber Engineering 2023 (WCTE2023). World Conference on Timber Engineering (WCTE 2023), 2023. http://dx.doi.org/10.52202/069179-0414.

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Bradford, Mark, Amirhossein Hassanieh, and Hamid Valipour. "Composite Beams of Steel and Timber." In IABSE Symposium, Vancouver 2017: Engineering the Future. International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/vancouver.2017.1918.

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8

Frohnmüller, Jens, Werner Seim, and Ann-Charlotte Spangenberg. "FIBRE-OPTIC MEASUREMENTS FOR MONITORING ADHESIVELY BONDED COMPOSITE BEAMS." In World Conference on Timber Engineering 2023 (WCTE2023). World Conference on Timber Engineering (WCTE 2023), 2023. http://dx.doi.org/10.52202/069179-0103.

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9

C., Adam, and Milner H. "Prefabricated Composite Timber Bridge Deck with Steel Shear Connectors." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_bs-we001.

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10

Bottaro, Sara, David Owolabi, and Cristiano Loss. "Vibration serviceability performance of prefabricated cross-laminated timber steel rib composite floors." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1590.

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<p>Timber-based composite floors are gaining ascendancy as potential competitors with mainstream steel-concrete composites due to the increasing emphasis on sustainability in the construction industry. This paper investigates the vibration serviceability performance of an innovative prefabricated timber-steel composite floor module. The floor features a cross-laminated timber (CLT) panel joined to cold-formed steel beams using self-tapping screws as shear connectors. The vibration response of the floor module is simulated through the finite element method considering both modal and trans

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Звіти організацій з теми "Timber composite"

1

Wolfe, Ronald W., Marshall Begel, and Bruce Craig. Timber rivets in structural composite lumber. U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 2004. http://dx.doi.org/10.2737/fpl-gtr-153.

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2

May, Dennis M. The North Central Forest Inventory and Analysis timber product output database--a regional composite approach. U.S. Department of Agriculture, Forest Service, North Central Forest Experiment Station, 1998. http://dx.doi.org/10.2737/nc-gtr-200.

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3

Alexander, Chris. L52318 State of the Art Assessment of Composite Repair Systems. Pipeline Research Council International, Inc. (PRCI), 2010. http://dx.doi.org/10.55274/r0000005.

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Composite materials have been used to repair high pressure transmission pipelines. Over this time period a wide variety of composite systems have been developed and evaluated. With the increased demands being placed on pipeline systems around the world, it is expected that the market potential for composite repair systems will continue to expand. Additionally, as composite technology is further developed the opportunities for new applications will expand. An assessment of this composite repair technology is needed. This report has been developed to provide industry with a state of the art asse

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4

Perez-Rivera, Anthony, Jonathan Trovillion, Peter Stynoski, and Jeffrey Ryan. Simulated barge impacts on fiber-reinforced polymers (FRP) composite sandwich panels : dynamic finite element analysis (FEA) to develop force time histories to be used on experimental testing. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48080.

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The purpose of this study is to evaluate the dynamic response of fiber-reinforced polymer (FRP) composite sandwich panels subjected to typical barge impact masses and velocities to develop force time histories that can be used in controlled experimental testing. Dynamic analyses were performed on FRP composite sandwich panels using the finite element method software Abaqus/Explicit. The “traction-separation” law in the Abaqus software is used to define the cohesive surface interaction properties to evaluate the damage between FRP composite laminate layers as well as the core separation within

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5

Hammerand, Daniel Carl. Critical time step for a bilinear laminated composite Mindlin shell element. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/919205.

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6

Alexander, Chris. PR652-184505-R01 Evaluating Installation Techniques for Pipeline Repair Methods. Pipeline Research Council International, Inc. (PRCI), 2021. http://dx.doi.org/10.55274/r0012029.

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A testing program was conducted to evaluate the effects of internal pressure during the installation of composite and steel sleeves repair systems on pipelines with plain dents. The testing program included cyclic pressure testing a group of 12.75-inch OD x 0.188-inch WT, Grade X42 pipe samples with plain dents having residual dent depths on the order of 3% to 4% of the pipe's outside diameter. The dent samples were repaired using four (4) different composite repair systems, type-A steel sleeves, and steel thermal compression sleeves. The composite repair systems included a carbon fiber wet-la

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7

Whisler, Daniel, Rafael Gomez Consarnau, and Ryan Coy. Novel Eco-Friendly, Recycled Composites for Improved CA Road Surfaces. Mineta Transportation Institute, 2021. http://dx.doi.org/10.31979/mti.2021.2046.

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The continued use of structural plastics in consumer products, industry, and transportation represents a potential source for durable, long lasting, and recyclable roadways. Costs to dispose of reinforced plastics can be similar to procuring new asphalt with mechanical performance exceeding that of the traditional road surface. This project examines improved material development times by leveraging advanced computational material models based on validated experimental data. By testing traditional asphalt and select carbon and glass reinforced composites, both new and recycled, it is possible t

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8

Salamo, Gregory J. Nondestructive Real-Time Sensing of Stress Defects, and Flaws in Composite Materials. Defense Technical Information Center, 1996. http://dx.doi.org/10.21236/ada313729.

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9

Mayas, Magda. Creating with timbre. Norges Musikkhøgskole, 2018. http://dx.doi.org/10.22501/nmh-ar.686088.

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Unfolding processes of timbre and memory in improvisational piano performance This exposition is an introduction to my research and practice as a pianist, in which I unfold processes of timbre and memory in improvised music from a performer’s perspective. Timbre is often understood as a purely sonic perceptual phenomenon. However, this is not in accordance with a site-specific improvisational practice with changing spatial circumstances impacting the listening experience, nor does it take into account the agency of the instrument and objects used or the performer’s movements and gestures. In m

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10

Hinrichs, Susan. A Compile Time Model for Composing Parallel Programs. Defense Technical Information Center, 1994. http://dx.doi.org/10.21236/ada278896.

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