Relevant bibliographies by topics / Strains and stresses – tables

Contents

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

Academic literature on the topic 'Strains and stresses – tables'

Author: Grafiati
Published: 29 July 2024
Last updated: 31 July 2025

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Journal articles on the topic "Strains and stresses – tables"

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Guz’, A. N., S. Yu Babich, and V. B. Rudnitsky. "Contact Problems for Elastic Bodies With Initial Stresses: Focus on Ukrainian Research." Applied Mechanics Reviews 51, no. 5 (1998): 343–71. http://dx.doi.org/10.1115/1.3099009.

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In the present review article general results concerning problems of contact interaction (contact problems) of pre-stressed bodies with rigid, and elastic punches (facings) are presented. The modern classification of investigations on contact problems for bodies with initial stresses is based on two approaches. The first approach is applicable to bodies with a specific type of elastic potential. The second approach is developed in parallel with the first one. It describes investigations on contact problems for pre-stressed bodies with an arbitrary structure of an elastic potential in a general
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Kaczmarczyk, Jarosław, and Adam Grajcar. "Numerical Simulation and Experimental Investigation of Cold-Rolled Steel Cutting." Materials 11, no. 7 (2018): 1263. http://dx.doi.org/10.3390/ma11071263.

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The paper presents results of the investigations on numerical computations and experimental verification concerning the influence of selected parameters of the cutting process on the stress state in bundles of cold-rolled steel sheets being cut using a guillotine. The physical model and, corresponding to it, the mathematical model of the analysed steel sheet being cut were elaborated. In this work, the relationship between the cutting depth and the values of reduced Huber–Mises stresses as well as the mechanism of sheet separation were presented. The numerical simulations were conducted by mea
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Eryshev, Valeriy A. "Relation between Breaking Stresses in the Strength Calculations of Reinforced Concrete Elements under the Deformation Mode in the Edition of Russian and Foreign Regulatory Documents." Materials Science Forum 974 (December 2019): 653–58. http://dx.doi.org/10.4028/www.scientific.net/msf.974.653.

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Сorrespondence was established between the compressive strength grades of concrete numerically equal to the guaranteed compressive strength of a standard concrete cube and a standard concrete cylinder. Designated concrete resistances are assigned for the limiting states of the first group with a compressive strength grade of concrete. For the corresponding concrete grades, the reduction to unambiguous strains values at the base diagrams points is justified: at the top and at the end of the falling branch of the curvilinear diagrams. In accordance with the regulatory requirements, restrictions
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Banović, Ivan, Jure Radnić, and Nikola Grgić. "Shake Table Study on the Efficiency of Seismic Base Isolation Using Natural Stone Pebbles." Advances in Materials Science and Engineering 2018 (December 20, 2018): 1–20. http://dx.doi.org/10.1155/2018/1012527.

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The results of a shake table study of the efficiency of a seismic base isolation using a layer of natural stone pebbles are presented. Models of stiff and medium-stiff buildings were tested. Case studies were conducted with the foundation of model on the rigid base and on four different layers of pebbles (thin and thick layer with small and large pebbles). Four different horizontal accelerograms were applied, and the characteristic displacements, accelerations, and strains were measured. Strains/stresses of the tested models remained in the elastic area. It was concluded that the effectiveness
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Varlamov, Andrew, Vladimir Rimshin, and Sergey Tverskoi. "A method for assessing the stress-strain state of reinforced concrete structures." E3S Web of Conferences 91 (2019): 02046. http://dx.doi.org/10.1051/e3sconf/20199102046.

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The article analyses the modern methods of estimation of stress-strain state of reinforced concrete structures. The result of the analysis is a new method for estimating the stress-strain state of reinforced concrete structures. The method is based on extracting a small sample of concrete from the array. The article describes the method of execution of works, the method of calculating the stresses. Previously, the method was investigated under laboratory conditions. The results are presented in graphs and tables. The research was conducted to assess the stress state of existing concrete struct
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Parfenov, S. G., and V. Ye Moschenkov. "EXPERIMENTAL STUDY OF CREEP AND SHRINKAGE STRAINS IN FINE- AGGREGATE CONCRETES." Proceedings of the Southwest State University 21, no. 4 (2017): 13–20. http://dx.doi.org/10.21869/2223-1560-2017-21-4-13-20.

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The paper studies creep and shrinkage processes running in fine-aggregate concretes with plasto-elastic properties (deformations) under short-time loading are different from those of standard heavy concretes. Experimental studies of creep and shrinkage strains in fine-aggregate concretes that are based on sands with different fineness moduluses permit to compare prestress losses resulting from the creep and shrinkage of concrete. Usually these factors produce an aggregate effect, which makes the study of the processes that run in concrete under long-time influence noticeably complicated. There
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Ergün, Mustafa, and Şevket Ateş. "The stress analysis of a shear wall with matrix displacement method using rectangular finite element." Journal of Structural Engineering & Applied Mechanics 4, no. 1 (2021): 18–27. http://dx.doi.org/10.31462/jseam.2021.01018027.

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The aim in this study is to numerically present some characteristic features of the rectangular finite element using the matrix displacement method and to show the utility of this element in plane stress problems compared to the finite element method. The paper consisted of three parts. In the first part, all of the finite element formulation steps from choosing the convenient coordinate system to creating element stiffness matrix are presented respectively. In the second part of the study, a static finite element analysis of the shear wall is also made by ANSYS Mechanical APDL. In the final p
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Lekhov, O. S., and A. V. Mikhalev. "Stress-strain state of metal in deformation zone during production of steel section billets on the unit of combined continuous casting and deformation. Report 2." Izvestiya. Ferrous Metallurgy 63, no. 9 (2020): 730–34. http://dx.doi.org/10.17073/0368-0797-2020-9-730-734.

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Stress state of metal in deformation zone during introduction of the separating collars of the grooved die into continuously casted steel slab was calculated for production of section billets on the unit of combined continuous casting and deformation. Calculation of axial, tangential and equivalent stresses arising in deformation zone of metal was made in four sections of deformation zone and its results are presented in specific points and lines. View of the section of deformation zone and location of specific points are provided. The stress state of metal in zone of cyclic deformation at for
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Müller, Simon, and Sabine M. Weygand. "Numerical Investigations of Internal and Residual Stresses in Aluminium-Polymer Laminate Foils during Stretch Forming." Key Engineering Materials 742 (July 2017): 697–704. http://dx.doi.org/10.4028/www.scientific.net/kem.742.697.

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Aluminium-polymer laminate foils consisting of the layers PA, Al and PVC are used to manufacture high barrier pharmaceutical packages. These so called cold-formed blister packs are formed by stretch forming at room temperature. As due to the complex material structure the forming process is not yet well understood, the developers of cold-formed blister packaging machines design the punches for forming the cavities bigger than needed for the tablets being packed. Therefore, the aim of this work is to gain insight into the mechanical behavior of the composite during stretch forming. For this, in
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Zaripov, R. M., and R. B. Masalimov. "Stress-strain state of an underwater offshore oil pipeline taking into account changes in ground conditions and operating parameters." Multiphase Systems 18, no. 1 (2023): 17–26. http://dx.doi.org/10.21662/mfs2023.1.003.

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The article briefly describes the construction of concreted pipes used in recent years in the construction of offshore gas and oil pipelines. In the formulation of the problem of the stress-strain state of an underwater offshore oil pipeline, the calculated section is conditionally divided into three parts: the middle blurred bare part and the underground parts adjacent to it on the left and right. A brief description of the solution of the problem is given. The results of calculations of the main characteristics of the stress-strain state of the underwater section of the offshore oil pipeline
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Dissertations / Theses on the topic "Strains and stresses – tables"

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Nagaraja, Srinidhi. "Microstructural Stresses and Strains Associated with Trabecular Bone Microdamage." Diss., Georgia Institute of Technology, 2006. http://hdl.handle.net/1853/14093.

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Bone is a composite material consisting of hydroxyapatite crystals deposited in an oriented manner on a collagen backbone. The arrangement of the mineral and organic phases provides bone tissue with the appropriate strength, stiffness, and fracture resistance properties required to protect vital internal organs and maintain the shape of the body. A remarkable feature of bone is the ability to alter its properties and geometry in response to changes in the mechanical environment. However, in cases of metabolic bone diseases or aging, bone can no longer successfully adapt to its environment, inc
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Junge, Michael Dominic Alexander. "Measurement of applied stresses using the polarization of Rayleigh surface waves." Thesis, Available online, Georgia Institute of Technology, 2004:, 2003. http://etd.gatech.edu/theses/available/etd-04062004-164653/unrestricted/junge%5Fmichael%5Fd%5Fa%5F200312%5Fms.pdf.

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Thesis (M.S. in E.S.M.)--School of Civil and Environmental Engineering, Georgia Institute of Technology, 2004. Directed by Laurence Jacobs and Jianmin Qu.<br>Includes bibliographical references (leaves 113-117).
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Udakara, Deepthi De Silva. "Experimental study of a modified flat dilatometer under plane strain condition." Thesis, Hong Kong : University of Hong Kong, 2000. http://sunzi.lib.hku.hk/hkuto/record.jsp?B22089007.

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Kingston, Kristopher William. "Shear stresses under waves and currents." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25097.

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This study set out to investigate the shear stress behaviour at the bed under combined wave and current action. The intention of the study was to make experimental measurements to determine how wave and current shear stresses combine, so that theoretical models describing the combined flow condition could be proposed. Two types of experiment were conducted, and theoretical models for the combined flow were assessed. One set of experiments attempted to use a shear plate to make direct measurements of the combined flow shear stress, and of the shear stresses for the component waves and steady c
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Olasz, Lorant. "Residual Stresses and Strains in Cross-linked Polyethylene Power Cable Insulation." Doctoral thesis, Stockholm, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4020.

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Das, Yadunandan. "Characterization of stresses and strains involved in the martensitic phase transformations." Thesis, Open University, 2017. http://oro.open.ac.uk/49512/.

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Transformation-induced plasticity (TRIP) steels are an example of steels used in the automotive industry, where strain-induced martensitic transformations, associated plasticity and work hardening, enhance both the strength and ductility of the material. This has enhanced both the passenger safety (improved crash-performance) and fuel efficiency as less material is consumed (lighter structure). To gain insights into these strain-induced transformations, it is crucial to understand the impact the applied stress/strain on the martensitic transformation and how the resulting strain fields affect
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Kennedy, Kevin Francis. "A method for metal deformation and stress analysis in rolling." Connect to resource, 1986. http://rave.ohiolink.edu/etdc/view.cgi?acc%5Fnum=osu1261418472.

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Swett, Lauren J. "Seasonal Variations of Pavement Layer Moduli Determined Using In Situ Measurements of Pavement Stress and Strain." Fogler Library, University of Maine, 2007. http://www.library.umaine.edu/theses/pdf/SwettLJ2007.pdf.

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Wijewickreme, Dharmapriya. "Behaviour of sand under simultaneous increase in stress ratio and rotation of principal stresses." Thesis, University of British Columbia, 1990. http://hdl.handle.net/2429/31410.

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Drained behaviour of sands under simultaneous increase in stress ratio and principal stress rotation is investigated. The hollow cylinder torsional (HCT) device which permits independent control of four stress parameters: mean normal stress σ'[subscript]m, stress ratio R, intermediate principal stress parameter b and the inclination α[subscript]σ of σ'₁ to the vertical, is adopted as the testing device. In order to conduct complex stress path testing in the HCT device, a new automatic stress path control system is developed. The stress non-uniformities due to the curvature of the HCT specime
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Seki, Wataru. "Analysis of strain localization in hyperelastic materials, using assumed stress hybrid elements." Diss., Georgia Institute of Technology, 1994. http://hdl.handle.net/1853/19088.

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Books on the topic "Strains and stresses – tables"

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Young, Warren C. (Warren Clarence), 1923-, Budynas, Richard G. (Richard Gordon), and Sadegh Ali M, eds. Roark's formulas for stress and strain. 8th ed. McGraw-Hill, 2012.

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Budynas, Richard G. (Richard Gordon), Roark, Raymond J. (Raymond Jefferson), 1890-1966, and Knovel (Firm), eds. Roark's formulas for stress and strain. 7th ed. McGraw-Hill, 2002.

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Roark, Raymond J. Roark's formulas for stress and strain. 7th ed. McGraw-Hill, 2002.

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Roark, Raymond J. Roark's formulas for stress and strain. 6th ed. McGraw-Hill, 1989.

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1901-, Peterson Rudolph Earl, ed. Peterson's stress concentration factors. 2nd ed. Wiley, 1997.

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Canadian Society of Civil Engineers., ed. Traction stresses. s.n., 1991.

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Archer, Robert R. Growth Stresses and Strains in Trees. Springer Berlin Heidelberg, 1987. http://dx.doi.org/10.1007/978-3-662-02511-6.

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Archer, Robert R. Growth stresses and strains in trees. Springer-Verlag, 1987.

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Choudhury, Dilara. Constitutional development in Bangladesh: Stresses and strains. Oxford University Press, 1994.

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Deville, J. P. Stress and Strain in Epitaxy: Theoretical Concepts, Measurements and Applications. Elsevier, 2001.

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Book chapters on the topic "Strains and stresses – tables"

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Johnson, Anthony, and Keith Sherwin. "Stresses and strains." In Foundations of Mechanical Engineering. Springer US, 1996. http://dx.doi.org/10.1007/978-1-4899-7112-8_8.

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Krenk, Steen, and Jan Høgsberg. "Stresses and Strains." In Statics and Mechanics of Structures. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6113-1_8.

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Das, Braja M. "Stresses and strains." In Advanced Soil Mechanics. CRC Press, 2019. http://dx.doi.org/10.1201/9781351215183-2.

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Popa, N. C. "Stress and strain." In International Tables for Crystallography. International Union of Crystallography, 2019. http://dx.doi.org/10.1107/97809553602060000967.

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Singh, Dinesh Kumar. "Simple Stresses and Strains." In Strength of Materials. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-59667-5_1.

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Kumar, B. Raghu. "Simple Stresses and Strains." In Strength of Materials. CRC Press, 2022. http://dx.doi.org/10.1201/9781003298748-1.

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Fuchs, Maurice Bernard. "Applied Strains and Initial Stresses." In Structures and Their Analysis. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-31081-7_13.

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Greenblatt, Milton. "Internal Dynamics: Stresses and Strains." In Anatomy of Psychiatric Administration. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4757-9179-2_5.

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Muvdi, B. B., and J. W. McNabb. "Torsional Stresses, Strains, and Rotations." In Engineering Mechanics of Materials. Springer New York, 1991. http://dx.doi.org/10.1007/978-1-4612-3022-9_4.

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Huda, Zainul. "Complex/Principal Stresses and Strains." In Mechanical Behavior of Materials. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84927-6_8.

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Conference papers on the topic "Strains and stresses – tables"

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Shores, David A., John G. Goedjen, Qiti Guo, and James H. Stout. "In-situ Measurement of Stresses in Oxide Scales Growing at High Temperatures." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93254.

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Abstract A high temperature X-ray diffraction method based on the Laue (transmission) mode has been developed to measure strains associated with the growth of an oxide scale on a metal. These growth strains in the attached oxide scale and metal substrate are determined simultaneously and in real time by the change in spacing of selected lattice planes relative to the unstrained spacing at the same temperature. The X-ray diffraction setup has been tested by comparing measurements of thermal expansivity of Au and Cr2O3 with well-known data. The technique has been applied to oxide scales on singl
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Toribio, Jesús, Miguel Lorenzo, Diego Vergara, and Viktor Kharin. "Role of Drawing-Induced Residual Stresses and Strains on Hydrogen Embrittlement of Cold Drawn Wires." In CORROSION 2010. NACE International, 2010. https://doi.org/10.5006/c2010-10295.

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Abstract Hydrogen Induced Fracture (HIF) plays an important role in the environmental cracking of cold drawn prestressings steel wires. The Standard Test in Ammonium Thiocyanate was proposed by the International Federation of Prestressing (FIP) as a suitable experimental method for checking the susceptibility of high-strength prestressing steels to hydrogen embrittlement. However, the FIP tests usually exhibit a high scattering of the results. It can be caused by the distribution of residual stresses and strains generated in the vicinity of the wire surface during the manufacturing (cold drawi
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Niessen, Frank, Matteo Villa, and Marcel A. J. Somers. "Residual Stress Measurement across the Scales." In IFHTSE 2024. ASM International, 2024. http://dx.doi.org/10.31399/asm.cp.ifhtse2024p0234.

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Abstract Residual stresses are unavoidable in heat treatment and surface engineering and their presence can be advantageous or disastrous for the performance of components. Residual stresses cannot be measured directly, but are determined from strain measurements, either non-destructively from diffraction-based methods, or destructively from relaxation-based methods. In this presentation, three examples of stress determination from strain measurements showcase some of the possibilities. In the first example lattice strains are determined with energy dispersive analysis with synchrotron radiati
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Teixeira, J., K. Jeyabalan, G. Geandier, et al. "In Situ High-Energy XRD Determination and Modeling of Internal Stresses during Heat Treatment of Carburized and Carbonitrided Low-Alloyed Steels." In IFHTSE 2024. ASM International, 2024. http://dx.doi.org/10.31399/asm.cp.ifhtse2024p0316.

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Abstract Thermochemical treatments like carburizing and carbonitriding allow to improve the properties in low-alloyed steels, which depend mainly on the distributions of residual stresses and microstructures. As the fatigue properties depend mainly on the latter, a fundamental understanding must be established regarding their formation during the cooling after the enrichment treatment. This study introduces an experimental and simulation analysis of microstructure and internal stresses evolutions and their couplings. Influence of the carbon and nitrogen enrichments is highlighted. An original
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Cravero, S., R. Bravo, L. Mantovano, and H. Ernst. "Material Behavior of Two High Grade Pipe Steels Under Different Triaxility Levels." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-26068.

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Particular geometries and loading conditions may have important effects on the stress fields of a given component promoting complex triaxial stress states and modifying the hydrostatic stress level. The yield condition of a ductile material is represented by the von Mises stress. However, the triaxial stress states have important effects on material toughness and ductility. This work presents a study of the effects of stress concentrators (different triaxial stress states) on material rupture. The aim is to determine the effects of hydrostatic stresses on the strain at failure in two low alloy
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Mahajan, Heramb P., Ian Jentz, and Tasnim Hassan. "Allowable Stress Development of Diffusion Bonded Alloy 800H for Section III." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21499.

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Abstract There is increased interest in the application of compact heat exchangers (CHXs) for nuclear service given their high thermal efficiency and compactness. CHXs are fabricated by joining a stack of etched plates with dense microchannels through diffusion bonding. Diffusion bonding material has basic mechanical properties that differ from a base material, requiring appropriate mechanical properties and allowable stresses for design. Existing nuclear code ASME Section III, Division 5 does not address diffusion bonded materials . Hence, there is a need to develop material properties and al
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Orynyak, I. V., A. V. Bohdan, and I. V. Lokhman. "The 2D Spring Splines Procedure Application With Prescribed Accuracy for Determination of the Global (Pipe Centerline) as Well as the Local (Dent) Curvatures." In 2012 9th International Pipeline Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/ipc2012-90127.

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The problem of smoothing the spatial line based on position measurements of discrete points exists in cases where a) the positions of points are determined with some errors, b) the goal of smoothing is not a continuous position itself but the higher derivatives of it. It is a very common problem in many engineering applications. With respect to the pipeline industry this problem is very prominent at least in two cases but regretfully many researchers do not pay due attention to it at all. First, the Geopigs are widely used for the determination of spatial position of the pipe centerline points
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Loken, M. C., and J. C. Johnson. "Methodology for Determination of Anisotropic In Situ Stress and Principal Orthotropic Directions from Field Testing." In International Geomechanics Symposium. ARMA, 2022. http://dx.doi.org/10.56952/igs-2022-056.

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Abstract The bi-axial stress test is a two-dimensional (2-D) field test in which horizontal and vertical stresses are applied to a circular “hole in the plate” problem. The diametric closures are measured at three uniformly spaced locations. Using the Kirsch solution, and assuming an isotropic elastic medium, the magnitude of the in-plane far-field principal stresses (𝜎1, 𝜎2) and their orientation (𝛼) can be uniquely determined. However, the Kirsch Solution has limitations, since the two-dimensionality is applicable only for conditions of plane strain or plane stress; and in reality, the out-o
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Qiao, Lei, Meng Shen, and Ali Dogru. "Coupled Geomechanics and Reservoir Simulation for Gigantic Naturally Fractured Reservoirs." In International Petroleum Technology Conference. IPTC, 2024. http://dx.doi.org/10.2523/iptc-23586-ms.

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Abstract The objective of this work is to introduce the features of a new in-house geomechanics simulator. In this work, the capabilities of the new simulator will be demonstrated by applying it to coupled geomechanics and reservoir simulation models based on large-scale naturally fractured reservoirs. The 3D geomechanics simulator presented here utilizes the finite element method (FEM) and was developed in C++. The geomechanical grid is created by extending the reservoir into burdens. The simulator is fully parallel using the message passing interface (MPI) library. The geomechanics simulator
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Klein, Claude A. "Multilayered optical windows: strains, stresses, and curvature." In AeroSense '99, edited by Randal W. Tustison. SPIE, 1999. http://dx.doi.org/10.1117/12.354629.

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Reports on the topic "Strains and stresses – tables"

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Burdick, L. J., and J. S. Barker. Strains and Stresses Near Explosions and Earthquakes. Defense Technical Information Center, 1986. http://dx.doi.org/10.21236/ada181198.

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Djondjorov, Peter, Kostadin G. Kostadinov, and Georgi I. Stoilov. Modeling of Stresses and Strains in Cell Membranes Subjected to Micro-Injection. GIQ, 2012. http://dx.doi.org/10.7546/giq-12-2011-178-185.

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Genchev, Yancho, Nelly Staneva, and Desislava Hristodorova. Approach for Analysis of Strains and Stresses in an Upholstered Furniture Frame Using Finite Elements Based System. "Prof. Marin Drinov" Publishing House of Bulgarian Academy of Sciences, 2018. http://dx.doi.org/10.7546/crabs.2018.10.12.

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Cook, W. A. Generalized finite strains, generalized stresses, and a hybrid variational principle for finite-element computer programs using curvilinear coordinates. Office of Scientific and Technical Information (OSTI), 1989. http://dx.doi.org/10.2172/6288515.

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Holden, T., R. Hosbons, and J. Root. CWI1988-Andi-21 Neutron Diffraction of Axial Residual Strains Near a Circumferential Crack. Pipeline Research Council International, Inc. (PRCI), 1989. http://dx.doi.org/10.55274/r0011391.

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The intent of the experiments reported here was to measure the axial residual strain at the 6:00 position of a girth-weld in the presence of a crack which had propagated a few millimeters from the inside diameter of the llnepipe. The linepipe, 914 mm diameter and average thickness 16.2 mm had been previously examined at Chalk River and the strains at the 1:30, 6:00 and 10:30 positions had been measured prior to the introduction of the crack. Large changes in the level of axial residual strain and introduction of strong through-wall strain gradients are observed on re- welding 16 mm line pipe w
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Alexander, Chris. PR-562-184500-R01 Feasibility Study of Piggable Plug Technologies for Onshore Pressure Isolation. Pipeline Research Council International, Inc. (PRCI), 2020. http://dx.doi.org/10.55274/r0011665.

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Pipeline isolation tools from three different manufacturers were evaluated using full-scale testing and numerical modeling to evaluate stresses generated in 24-inch diameter pipe material considering tool-induced loads and internal pressure. Finite Element Analysis (FEA) was conducted to calculate stresses and strains considering different pipe sizes, material grades, and internal pressures. The FEA results were used to generate a user-friendly parametric tool that was validated with measurements made using strain gauges installed on the test spools. The program demonstrated that the isolation
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7

Grene Alscher, Ruth, Jonathan Gressel, Carole Cramer, Abraham Warshawsky, and Elizabeth Grabau. Mechanisms of Oxidant Resistance in Weed and Crop Species. United States Department of Agriculture, 1996. http://dx.doi.org/10.32747/1996.7613041.bard.

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A large body of evidence has accumulated showing that plant strains that are tolerant to a particular oxidant stress have a modicum of cross-tolerance to other oxidant stresses, whether caused by transient heat, drought, cold or oxidizing air pollutants or herbicides. We have studied a multienzyme scavenging system associated with oxidant tolerance at the metabolic and molecular levels in the model systems of pea and Conyza. Data from our experimental systems suggest that both development and subcellular compartmentalization play important roles in stress tolerance. The behavior of the chlorop
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8

Graville, B. A. L51707 Factors Affecting Heat Affected Zone Root Strains in Pipeline Girth Welds and Repairs. Pipeline Research Council International, Inc. (PRCI), 1993. http://dx.doi.org/10.55274/r0010219.

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A previous study on hydrogen cracking in the heat affected zone of pipeline girth welds and repairs found that large strains in the HAZ transverse to the weld played a major role in causing cracking. Large transverse strains were believed to arise from bending of the weld due to the thermal contraction of the weld around the pipe circumference. Large root strains were simulated in the laboratory using a bend test which enabled the effect of material composition and strength to be studied. In the bend test, the specimen deflection at the onset of cracking, indicated by a drop in load, was used
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9

Gaugler, Randy, Itamar Glazer, Daniel Segal, and Sarwar Hashmi. Molecular Approach for Improving the Stability of Insecticidal Nematodes. United States Department of Agriculture, 2002. http://dx.doi.org/10.32747/2002.7580680.bard.

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Our overall goal is to improve insecticidal nematodes by genetically engineering strains capable of entering an enhanced state of dormancy that provides improved stability. Objectives: 1. Clone and sequence tps-l homologue from Steinernema carpocapsae. (Revised: A failure to isolate the tps gene group from Steinernema precipitated a redirection to identifying other genes involved in insecticidal nematode desiccation process.) 2. Incorporate cloned tps-l gene into S. carpocapsae to obtain overexpression, thereby, enhancing desiccation tolerance. (Revised: Other stress genes in addition to tps-l
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10

Kiefner, J. F., J. M. Tuten, and T. A. Wall. L51516 Preventing Pipeline Failure in Areas of Soil Movement - Part 1. Pipeline Research Council International, Inc. (PRCI), 1987. http://dx.doi.org/10.55274/r0010303.

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Ordinarily, buried pipelines undergo little or no movement in service. In a stable soil environment the longitudinal stress in a pipeline seldom approaches the limiting design value set by applicable codes and regulations. Pipeline serviceability under such conditions is seldom, if ever, threatened by the degree of longitudinal stress. In contrast, localized areas may exist along a pipeline where soils and/or slopes are unstable or where subsidence or differential settlement can occur. In these areas, longitudinal stresses may become severe enough to cause a failure. Over the years various tec
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