Relevant bibliographies by topics / Statics of thin shells

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

Academic literature on the topic 'Statics of thin shells'

Author: Grafiati
Published: 28 May 2022
Last updated: 31 July 2025

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Journal articles on the topic "Statics of thin shells"

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Chen, Zhen, Hsiao-Yu Chen, Danny M. Kaufman, Mélina Skouras, and Etienne Vouga. "Fine Wrinkling on Coarsely Meshed Thin Shells." ACM Transactions on Graphics 40, no. 5 (2021): 1–32. http://dx.doi.org/10.1145/3462758.

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We propose a new model and algorithm to capture the high-definition statics of thin shells via coarse meshes. This model predicts global, fine-scale wrinkling at frequencies much higher than the resolution of the coarse mesh; moreover, it is grounded in the geometric analysis of elasticity, and does not require manual guidance, a corpus of training examples, nor tuning of ad hoc parameters. We first approximate the coarse shape of the shell using tension field theory, in which material forces do not resist compression. We then augment this base mesh with wrinkles, parameterized by an amplitude
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Nemat-Nasser, Sia, Jeom Yong Choi, Jon B. Isaacs, and David W. Lischer. "Quasi-Static and Dynamic Buckling of Thin Cylindrical Shape-Memory Shells." Journal of Applied Mechanics 73, no. 5 (2005): 825–33. http://dx.doi.org/10.1115/1.2165241.

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To investigate the buckling behavior of thin and relatively thick cylindrical shape-memory shells, uniaxial compression tests are performed at a 295K initial temperature, using the CEAM/UCSD’s modified split Hopkinson bar systems and an Instron hydraulic testing machine. The quasi-static buckling response of the shells is directly observed and recorded using a digital camera with a close-up lens and two back mirrors. To document the dynamic buckling modes, a high-speed Imacon 200 framing camera is used. The shape-memory shells with an austenite-finish temperature of Af=281K, buckle gradually a
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Ayaz, Osman, Ahmad Reshad Noorı, Burkay Sivri, and Beytullah Temel. "STATIC ANALYSIS OF AXISYMMETRIC THIN CYLINDRICAL SHELL USING THE COMPLEMENTARY FUNCTIONS METHOD." Konya Journal of Engineering Sciences 13, no. 2 (2025): 510–23. https://doi.org/10.36306/konjes.1606387.

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The analysis of thin cylindrical shells is essential for a wide range of engineering applications, making it critical to understand their static behavior under various loading conditions. In this study, the static analysis of axisymmetric thin cylindrical shells is performed using the Complementary Functions Method (CFM). The research focuses on examining the static behavior of cylindrical shells made of homogeneous, isotropic, and linear elastic materials under various loading conditions. The governing differential equations for the static response of these structural elements are derived bas
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Viebahn, Nils, Paulo M. Pimenta, and Jörg Schröder. "A simple triangular finite element for nonlinear thin shells: statics, dynamics and anisotropy." Computational Mechanics 59, no. 2 (2016): 281–97. http://dx.doi.org/10.1007/s00466-016-1343-6.

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Maksimyuk, V. A., E. A. Storozhuk, and I. S. Chernyshenko. "Using mesh-based methods to solve nonlinear problems of statics for thin shells." International Applied Mechanics 45, no. 1 (2009): 32–56. http://dx.doi.org/10.1007/s10778-009-0166-y.

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Prabu, B., N. Bujjibabu, S. Saravanan, and A. Venkatraman. "Effect of a Dent of Different Sizes and Angles of Inclination on Buckling Strength of a Short Stainless Steel Cylindrical Shell Subjected to Uniform Axial Compression." Advances in Structural Engineering 10, no. 5 (2007): 581–91. http://dx.doi.org/10.1260/136943307782417735.

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Generally, thin cylindrical shells are susceptible for geometrical imperfections like non-circularity, non-cylindricity, dents, swellings etc. All these geometrical imperfections decrease the static buckling strength of thin cylindrical shells, but in this paper only effect of a dent on strength of a short (L / D ∼1 and R/t = 280) stainless steel cylindrical shell is considered for analysis. The dent is modeled on the FE surface of perfect cylindrical shell for different angles of inclination and sizes at half the height of cylindrical shell. The cylindrical shells with a dent are analyzed usi
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Steele, Charles R., and Khaliq ur-Rehman Shad. "Asymptotic-Numeric Solution for Shells of Revolution." Applied Mechanics Reviews 48, no. 11S (1995): S44—S51. http://dx.doi.org/10.1115/1.3005082.

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Thin shell structures offer a challenge to the analyst. It is well known that asymptotic expansion procedures offer simple approximate solutions for a number of shell problems for which direct numerical methods are inefficient. In this paper, a “very large finite element” method (VLFEM) is offered for the axisymmetric shell. The shape functions are obtained by sufficiently accurate asymptotic approximations through numerical procedures. A number of examples in statics and vibration have been considered that demonstrate the efficiency and accuracy of the approach.
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Chen, Xuwen, Xingyu Ni, Bo Zhu, Bin Wang, and Baoquan Chen. "Simulation and optimization of magnetoelastic thin shells." ACM Transactions on Graphics 41, no. 4 (2022): 1–18. http://dx.doi.org/10.1145/3528223.3530142.

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Magnetoelastic thin shells exhibit great potential in realizing versatile functionalities through a broad range of combination of material stiffness, remnant magnetization intensity, and external magnetic stimuli. In this paper, we propose a novel computational method for forward simulation and inverse design of magnetoelastic thin shells. Our system consists of two key components of forward simulation and backward optimization. On the simulation side, we have developed a new continuum mechanics model based on the Kirchhoff-Love thin-shell model to characterize the behaviors of a megnetolelast
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Rubín de Celis, Emilio, Cecilia Tomasini, and Claudio Simeone. "Perturbative dynamics of thin-shell wormholes beyond general relativity: An alternative approach." International Journal of Modern Physics D 27, no. 01 (2017): 1750171. http://dx.doi.org/10.1142/s0218271817501711.

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Recent studies relating the approximations for the equations-of-state for thin shells and their consequent perturbative evolution are extended to thin-shell wormholes in theories beyond general relativity and more than four spacetime dimensions. The assumption of equations-of-state of the same form for static and slowly evolving shells appears as a strong restriction excluding the possibility of oscillatory evolutions. Then the new results considerably differ from previous ones obtained within the usual linearized approach.
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Krivenko, Olha, Yurii Vorona, and Andrii Kozak. "Finite element analysis of nonlinear deformation, stability and vibrations of elastic thin-walled structures." Strength of Materials and Theory of Structures, no. 107 (October 29, 2021): 20–34. http://dx.doi.org/10.32347/2410-2547.2021.107.20-34.

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Thin-walled shell-type structures are widely used in various branches of technology and industry. Such structures under operating conditions are usually exposed to various loads, including thermomechanical ones. Real shell structures, as a rule, have a complex shapes. To increase reliability, reduce material consumption, for technological reasons, they are designed as inhomogeneous systems in thickness. This causes a great and constant interest of engineers and designers in the problems of investigating the behavior of elastic thin-walled shell structures.
 The work is devoted to the meth
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Dissertations / Theses on the topic "Statics of thin shells"

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Chanda, Subhash. "Static and dynamic behaviour of thin elastic and elastic plastic plates and shells." Thesis, University of North Bengal, 1996. http://hdl.handle.net/123456789/631.

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Eve, Robin Andrew. "Formulation and implementation of conforming finite element approximations to static and eigenvalue problems for thin elastic shells." Master's thesis, University of Cape Town, 1987. http://hdl.handle.net/11427/22509.

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Bibliography: pages 132-135.<br>In deriving asymptotic error estimates for a conforming finite element analyses of static thin elastic shell problems, the French mathematician Ciarlet (1976) proposed an approach to the formulation of such problems. The formulation he uses is based on classical shell theory making use of Kirchhoff-Koiter assumptions. The shell problem is posed in two-dimensional space to which the real problem, in three-dimensional space, is related by a mapping of the domain of the problem to the shell mid-surface. The finite element approximation is formulated in terms of the
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Максимюк, В. А. "Про тривимірний підхід до задач статики тонких оболонок з отворами у варіаційно-різницевому методі". Thesis, Сумський державний університет, 2017. http://essuir.sumdu.edu.ua/handle/123456789/65588.

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Isoldi, Liércio André. "Análise estática e dinâmica de estruturas delgadas de materiais compostos laminados incluindo materiais piezelétricos." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2008. http://hdl.handle.net/10183/14378.

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Sabe-se que materiais compostos laminados são, hoje em dia, geralmente usados nas indústrias aeronáutica, aeroespacial, naval e outras, principalmente por causa de suas atrativas propriedades se comparadas aos materiais isotrópicos, como alta rigidez/peso, alta resistência, alto amortecimento e boas propriedades relacionadas ao isolamento térmico e acústico, entre outras. Porém, o comportamento de estruturas feitas de materiais compostos pode ser aperfeiçoado através da utilização de materiais inteligentes. Dentre os diferentes tipos comercialmente disponíveis de materiais inteligentes, os mat
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Shahla, Wajih. "Finite element analysis of the statics of, and vibrations in, axisymmetric shells." Thesis, Aston University, 1985. http://publications.aston.ac.uk/16662/.

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The finite element process is now used almost routinely as a tool of engineering analysis. From early days, a significant effort has been devoted to developing simple, cost effective elements which adequately fulfill accuracy requirements. In this thesis we describe the development and application of one of the simplest elements available for the statics and dynamics of axisymmetric shells . A semi analytic truncated cone stiffness element has been formulated and implemented in a computer code: it has two nodes with five degrees of freedom at each node, circumferential variations in displaceme
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Strutt, Jonathan Howard. "Spherical thin shells in relativity." Thesis, University of York, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.258371.

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Hu, Bin. "Stability analysis of linear thin shells." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2014. http://amslaurea.unibo.it/7360/.

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Shell structure is widely used in engineering area. The purpose of this dissertation is to show the behavior of a thin shell under external load, especially for long cylindrical shell under compressive load, I analyzed not only for linear elastic problem and also for buckling problem, and by using finite element analysis it shows that the imperfection of a cylinder could affect the critical load which means the buckling capability of this cylinder. For linear elastic problem, I compared the theoretical results with the results got from Straus7 and Abaqus, and the results are really close. For
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Rémillard, Olivier. "Embedded thin shells for wrinkle simulation." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=119548.

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We present a new technique for simulating high resolution surface wrinkling deformations of composite objects consisting of a soft interior and a harder skin. We combine high resolution thin shells with coarse finite element lattices and define frequency based constraints that allow the formation of wrinkles with properties matching those predicted by the physical parameters of the composite object. Our two-way coupled model produces the expected wrinkling behavior without the computational expense of a large number of volumetric elements to model deformations under the surface. We use C1 qu
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Kwok, Raymond Moon Keung. "Mechanics of damaged thin-walled cylindrical shells." Thesis, University of Surrey, 1991. http://epubs.surrey.ac.uk/993/.

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Perkins, John T. "ANALYTICAL STRIP METHOD FOR THIN CYLINDRICAL SHELLS." UKnowledge, 2017. http://uknowledge.uky.edu/ce_etds/57.

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The Analytical Strip Method (ASM) for the analysis of thin cylindrical shells is presented in this dissertation. The system of three governing differential equations for the cylindrical shell are reduced to a single eighth order partial differential equation (PDE) in terms of a potential function. The PDE is solved as a single series form of the potential function, from which the displacement and force quantities are determined. The solution is applicable to isotropic, generally orthotropic, and laminated shells. Cylinders may have simply supported edges, clamped edges, free edges, or edges su
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Books on the topic "Statics of thin shells"

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Petsios, Mikhalis. Buckling of thin truncated conical shells (Frusta) under quasi-static and dynamic axial load. UMIST, 1993.

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Collins, J. Scott. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. Langley Research Center, 1990.

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R, Johnson Eric, Virginia Polytechnic Institute and State University. Engineering Science and Mechanics Dept., and Langley Research Center, eds. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1990.

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R, Johnson Eric, NASA-Virginia Tech Composites Program, Virginia Polytechnic Institute and State University. Center for Composite Materials and Structures., and Langley Research Center. Landing and Impact Dynamics Branch., eds. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. College of Engineering, Virginia Polytechnic Institute and State University, 1989.

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R, Johnson Eric, Virginia Polytechnic Institute and State University. Engineering Science and Mechanics Dept., and Langley Research Center, eds. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1990.

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R, Johnson Eric, NASA-Virginia Tech Composites Program, Virginia Polytechnic Institute and State University. Center for Composite Materials and Structures., and Langley Research Center. Landing and Impact Dynamics Branch., eds. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. College of Engineering, Virginia Polytechnic Institute and State University, 1989.

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R, Johnson Eric, NASA-Virginia Tech Composites Program, Virginia Polytechnic Institute and State University. Center for Composite Materials and Structures., and Langley Research Center. Landing and Impact Dynamics Branch., eds. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. College of Engineering, Virginia Polytechnic Institute and State University, 1989.

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Teng, J. G. Buckling of thin metal shells. Spon Press, 2004.

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C, Chamis C., Murthy P. L. N, and United States. National Aeronautics and Space Administration., eds. Damage and fracture in composite thin shells. National Aeronautics and Space Administration, 1991.

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International Conference on Thin-Walled Structures (2nd 1998 National University of Singapore). Thin-walled structures: Research and development : Second International Conference on Thin-Walled Structures. Elsevier, 1998.

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Book chapters on the topic "Statics of thin shells"

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Krätzig, W. B. "Fundamentals of Numerical Algorithms for Static and Dynamic Instability Phenomena of Thin Shells." In Computational Mechanics of Nonlinear Response of Shells. Springer Berlin Heidelberg, 1990. http://dx.doi.org/10.1007/978-3-642-84045-6_5.

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Ivanova, Jordanka, and Franco Pastrone. "Instability of Thin Elastic and Elasto-Plastic Orthotropic Shells under Combined Static and Dynamic Loading." In Geometric Method for Stability of Non-Linear Elastic Thin Shells. Springer US, 2002. http://dx.doi.org/10.1007/978-1-4615-1511-1_4.

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Krätzig, W. B. "Fundamentals of Numerical Algorithms for Static and Dynamic Instability Phenomena of Thin Shells." In Computational Mechanics ’88. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-61381-4_181.

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Aghalovyan, Lenser A. "An Asymptotic Method for Solving Three-Dimensional Boundary Value Problems of Statics and Dynamics of Thin Bodies." In IUTAM Symposium on Relations of Shell Plate Beam and 3D Models. Springer Netherlands, 2008. http://dx.doi.org/10.1007/978-1-4020-8774-5_1.

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Melaragno, Michele. "Thin Shells." In An Introduction to Shell Structures. Springer US, 1991. http://dx.doi.org/10.1007/978-1-4757-0223-1_5.

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Nzengwa, Robert. "Thin Shells." In Plate and Shell Models. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-2780-3_4.

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Simitses, George J. "Thin Cylindrical Shells." In Dynamic Stability of Suddenly Loaded Structures. Springer New York, 1990. http://dx.doi.org/10.1007/978-1-4612-3244-5_9.

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Oñate, Eugenio. "Axisymmetric Shells." In Structural Analysis with the Finite Element Method Linear Statics. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-8743-1_9.

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Doyle, James F. "Thin Plates and Shells." In Mechanical Engineering Series. Springer New York, 2001. http://dx.doi.org/10.1007/978-1-4757-3546-8_3.

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Gould, Phillip L., and Yuan Feng. "Thin Plates and Shells." In Introduction to Linear Elasticity. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73885-7_8.

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Conference papers on the topic "Statics of thin shells"

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de Paor, Caitri´ona, Denis Kelliher, Kevin Cronin, and William M. D. Wright. "The Computation of Accurate Buckling Pressures of Imperfect Thin-Walled Cylinders." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25806.

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The buckling capacity of thin cylindrical shells subject to uniform external pressure is investigated in this paper. Thin cylindrical shells are known to be highly sensitive to geometric and material imperfections such as wall thickness variation, non-circularity and random geometric imperfections. The effect of imperfection on the buckling load is studied using finite element (FE) models and laboratory experiments. Imperfection measurements are taken on small scale steel cans and these measurements are modelled and analysed using a geometrically nonlinear static finite element analysis. The c
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Jiao, Peng, Zhiping Chen, and He Ma. "A New Design Method for Axially Loaded Thin-Walled Cylindrical Shells Based on Elasto-Plastic Buckling Analysis." In ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93233.

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Abstract In engineering, thin-walled cylindrical shells subjected to axial compression load are very sensitive to geometric imperfections and are prone to buckling. However, how to reasonably take into account the influence of geometric imperfections on the load carrying capacity of thin-walled cylindrical shells is always the bottleneck of light-weight design of these structures. In this paper, four perturbation load approach (4PLA) is adopted to consider the influence of geometric imperfections. By judging the potential buckling status of cylindrical shells, a new improved design method base
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DIAS, GONÇALO A. S., JOSÉ P. S. LEMOS, and SIJIE GAO. "HAMILTONIAN TREATMENT OF STATIC AND COLLAPSING SPHERICALLY SYMMETRIC CHARGED THIN SHELLS IN LOVELOCK GRAVITY." In Proceedings of the MG11 Meeting on General Relativity. World Scientific Publishing Company, 2008. http://dx.doi.org/10.1142/9789812834300_0161.

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"Preserving Concrete Thin Shells. The Case of Deitingen South Station by Heinz Isler (1968-1969)." In SP-326: Durability and Sustainability of Concrete Structures (DSCS-2018). American Concrete Institute, 2018. http://dx.doi.org/10.14359/51711081.

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Saputo, S. "Linear response of thin axysimmetric cross-ply structure under a static load: Numerical and analythical comparisons." In Advanced Topics in Mechanics of Materials, Structures and Construction. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902592-62.

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Abstract. Thin-walled mechanical components, such as beams, plates and shells, are widely used as structural components in several engineering fields, in particular mechanical, aeronautical and aerospace sectors. The purpose of this work is to analyse the cross-ply bending behaviour of cylindrical and spherical shell structures using the finite element method. Hence, numerical models, realized using commercial software, were realized using the shell and solid approaches and were compared with numerical and analytical methods to appreciate their advantages. In this research, a Navier solution i
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Chai, W. K., P. Smithmaitrie, and H. S. Tzou. "Micro-Signals and Modal Potentials of Nonlinear Deep and Shallow Conical Shells." In ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-33940.

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Conventional sensors, such as proximeters and accelerometers, are add-on devices usually adding additional weights to structures and machines. Health monitoring of flexible structures by electroactive smart materials has been investigated over the years. Thin-film piezoelectric material, e.g., polyvinylidene fluoride (PVDF) polymeric material, is a lightweight and dynamic sensitive material appearing to be a perfect candidate in monitoring structure’s dynamic state and health status of flexible shell structures with complex geometries. The complexity of shell structures has thwarted the progre
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Tzou, H. S., and J. H. Ding. "Spatially Distributed Signals of Nonlinear Paraboloidal Shells With Distributed Neurons." In ASME 2001 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/detc2001/vib-21545.

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Abstract Effective health monitoring and distributed control of advanced structures depends on accurate measurements of dynamic responses of elastic structures. Conventional sensors used for structural measurement are usually add-on “discrete” devices. Lightweight distributed thin-film piezoelectric neurons fully integrated (laminated or embedded) with structural components can serve as in-situ sensors monitoring structure’s dynamic state and health status. This study is to investigate modal voltages and detailed signal contributions of linear or nonlinear paraboloidal shells of revolution lam
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Sandeep, Jose, C. Lakshmana Rao, and Arun K. Tangirala. "Optimal Arrangement of Lead Zirconate Titanate (PZT) Actuators for Buckling Control of Cylindrical Shells." In ASME 2012 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/smasis2012-8051.

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Cylindrical shells, very commonly used in aerospace applications, are susceptible to buckling when subjected to static and dynamic or transient loads. Bucking load enhancement with minimum weight addition is an important requirement in space structures. Buckling control of space structures using piezoelectric actuators is an emerging area of research. The earlier work on enhancement of buckling load on columns reported a 3.8 times enhancement theoretically and 123% experimentally [1–2]. The enhancement was (25%) when buckling control was implemented on plates [3] using PZT actuators. Buckling
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Brusa Zappellini, G., H. M. Martin, S. M. Miller, et al. "Status of the production of the thin shells for the Large Binocular Telescope adaptive secondary mirrors." In Optical Engineering + Applications, edited by Robert K. Tyson and Michael Lloyd-Hart. SPIE, 2007. http://dx.doi.org/10.1117/12.740588.

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Kobayashi, Takaya, and Yasuko Mihara. "Postbuckling Analyses of Elastic Cylindrical Shells Under Axial Compression." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77350.

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In designing a modern lightweight structure, it is of technical importance to assure its safety against buckling under the applied loading conditions. For this issue, the determination of the critical load in an ideal condition is not sufficient, but it is further required to clarify the postbuckling behavior, that is, the behavior of the structure after passing through the critical load. One of the reasons is to estimate the effect of practically unavoidable imperfections on the critical load, and the second reason is to evaluate the ultimate strength to exploit the load-carrying capacity of
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Reports on the topic "Statics of thin shells"

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Agrawal, G., and Jean-Lou Chameau. Driving of Thin Shells for Steel Encased Concrete Piles. Purdue University, 1991. http://dx.doi.org/10.5703/1288284313419.

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Lewis, Erin, Victoria Cohen, Charlotte Evans, and Iulia Gherman. Salmonella risk profile of UK-produced hen shell eggs. Food Standards Agency, 2023. http://dx.doi.org/10.46756/sci.fsa.rpp424.

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A previous risk assessment (Opens in a new window) from the Advisory Committee on the Microbiological Safety of Food (ACMSF) in 2016 concluded that due to the significant reduction in the risk from Salmonella in UK-produced hen shell eggs produced under a recognised farm assurance scheme (Lion Code or equivalent), the risk to consumers from eggs produced under these schemes was ‘very low’. This risk assessment led the FSA and FSS to update their consumer advice on the consumption of eggs in 2017, stating that vulnerable groups could consume raw or runny eggs produced within an assurance scheme
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Held, Michael, and Cordula Wessendorf. Status of PV Module Take-Back and Recycling in Germany. IEA Photovoltaic Power Systems Programme (PVPS), 2024. http://dx.doi.org/10.69766/umnt5335.

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Photovoltaics plays a crucial role in Germany’s energy transition as one of the world’s leading PV installers. The country faces significant challenges in managing the end-of-life of PV systems, especially as it targets up to 400 GWp of installations by 2040, underscoring the need for enhanced recycling infrastructure. This report sheds light on the complexities of PV end-of-life management in Germany, offering suggestions for sustainability enhancements and establishing a benchmark for global PV waste management practices.
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Benzie, Magnus, Sophie Desmidt, Adrien Detges, et al. The role of Europe in building system-wide resilience to cross-border climate impacts. Edited by Hanne Knaepen. European Centre for Development Policy Management, 2023. http://dx.doi.org/10.55317/casc028.

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This report discusses how the European Union (EU) and the EU member states, individually, collectively, and through their cooperation with international organisations, address cascading and cross-border climate impacts in agri-food systems in third countries with close ties to Europe. It also sheds light on Europe’s main strategic challenges to building system-wide resilience in the face of cross-border climate impacts and provides policy recommendations on overcoming them.
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Elhan-Kayalar, Yesim, Konstantin Kucheryavyy, Yasuyuki Sawada, Manabu Nose, Ruo Shangguan, and Nguyen Thanh Tung. Foreign Direct Investment Location and Trade Dynamics in Viet Nam After the US–PRC Trade Dispute. Asian Development Bank, 2024. https://doi.org/10.22617/wps240591-2.

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This paper aims to quantify the distributional effects of the United States–People’s Republic of China trade dispute across different regions in Viet Nam. By utilizing detailed firm-level and customs data, the results show that foreign direct investment (FDI) in Viet Nam is geographically concentrated in the northern, central, and southern regions with well-developed road infrastructure. The findings also highlight the important role played by multinational firms from East Asia and the United States in reshaping Viet Nam’s trade flows in the aftermath of the trade dispute. The paper sheds ligh
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Yuval, Boaz, and Todd E. Shelly. Lek Behavior of Mediterranean Fruit Flies: An Experimental Analysis. United States Department of Agriculture, 2000. http://dx.doi.org/10.32747/2000.7575272.bard.

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The Mediterranean fruit fly, Ceratitis capitata (Diptera: Tephritidae), is a ubiquitous pest of fruit trees, causing significant economic damage both in the U.S. and in Israel. Control efforts in the future will rely heavily on the sterile insect technique (SIT). Success of such operations hinges on the competitive ability of released males. The mating system of the medfly is based on leks. These are aggregations of sexually signaling males that attract females (who then select and copulate a courting male). A major component of male competitiveness is their ability to join existing leks or es
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Lever, James, Allan Delaney, Laura Ray, E. Trautman, Lynette Barna, and Amy Burzynski. Autonomous GPR surveys using the polar rover Yeti. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/43600.

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The National Science Foundation operates stations on the ice sheets of Antarctica and Greenland to investigate Earth’s climate history, life in extreme environments, and the evolution of the cosmos. Understandably, logistics costs predominate budgets due to the remote locations and harsh environments involved. Currently, manual ground-penetrating radar (GPR) surveys must preceed vehicle travel across polar ice sheets to detect subsurface crevasses or other voids. This exposes the crew to the risks of undetected hazards. We have developed an autonomous rover, Yeti, specifically to conduct GPR s
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Robinett, Fred. PR-471-14207-Z03 Evaluation of Field Pump Performance Testing Procedure. Pipeline Research Council International, Inc. (PRCI), 2019. http://dx.doi.org/10.55274/r0011616.

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In situ pump performance testing was performed at the TransCanada pipeline Monitor station in Alberta Canada and Liebenthal station in Saskatchewan Canada in accordance with the Field Pump Performance Testing Procedure (PRCI report PR-471-14207-R01). Testing at the Monitor station was performed by Sulzer with two different batches of crude oil with slightly different viscosities and densities. Because of the pipeline operation limitations the flow could not be varied appreciably, however the flow points were near the pumps bep flow and therefore believed to be beneficial. To help validate fiel
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Alviarez, Vanessa, Brian Cevallos Fujiy, and Tomasz Święcki. Cross-Border Intra-Firm Trade and the Propagation of Idiosyncratic Shocks: A New Dataset. Inter-American Development Bank, 2022. http://dx.doi.org/10.18235/0004327.

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We study how disruptions in international production networks propagate across countries. We use comprehensive data on natural disasters around the globe over the last two decades from the EM-DAT and SHELDUS database to identify exogenous shocks to sourcing foreign inputs. We then trace out the effect of these shocks on activity of multinationals located in the United States. and their network of foreign affiliates using U.S. Bill of Lading microdata and data on domestic and international ownership linkages from Orbis. Our findings indicate that major natural disasters can have an economically
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Cairo, Jessica, Iulia Gherman, and Paul Cook. The effects of consumer freezing of food on its use-by date. Food Standards Agency, 2021. http://dx.doi.org/10.46756/sci.fsa.ret874.

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The current Food Standards Agency consumer guidance states that consumers can freeze pre-packed food right up to the “use-by” date and, once food has been defrosted, it should be consumed within 24 hours. This strategic review has collated relevant data to determine whether there is an increased risk in relation to freezing ready-to-eat and non-ready-to-eat foods on the use-by date compared to the day before the use-by date. The review has focused on how the shelf-life of a food is determined and the effects of freezing, thawing and refrigeration on foodborne pathogens, including Bacillus spp.
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