Gotowe bibliografie tematyczne / Stress- strength model

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Gotowa bibliografia na temat „Stress- strength model”

Autor: Grafiati
Data publikacji: 3 czerwca 2025
Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Stress- strength model"

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Hong-Zhong Huang and Zong-Wen An. "A Discrete Stress-Strength Interference Model With Stress Dependent Strength." IEEE Transactions on Reliability 58, no. 1 (2009): 118–22. http://dx.doi.org/10.1109/tr.2008.2006289.

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Cha, Ji Hwan, and Maxim Finkelstein. "A dynamic stress–strength model with stochastically decreasing strength." Metrika 78, no. 7 (2015): 807–27. http://dx.doi.org/10.1007/s00184-015-0528-x.

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Beiranvand, Alimohammad, Ramin Kazemi, ‎Akram Kohansal, and Farshin‎ ‎. Hormozinejad. "A New Flexible Stress-Strength Model." Statistics, Optimization & Information Computing 10, no. 4 (2021): 1072–94. http://dx.doi.org/10.19139/soic-2310-5070-1230.

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‎To introduce a flexible stress-strength model‎, ‎statistical inference of the stress-strength parameter $R=P(X<Y)$‎, ‎when stress $X$ and strength $Y$ are two independent‎ two-parametre new Weibull-Fr\'{e}chet variables‎, ‎is considered under Type II progressive censored samples‎. ‎The MLE‎, ‎AMLE‎, ‎asymptotic confidence intervals‎, ‎Bayes estimate and HPD intervals of $R$ are achieved in three different cases‎. ‎Also‎, ‎to compare the performance of three different methods‎, ‎we apply the Monte Carlo simulations and also analyze a data set for illustrative aims‎.
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Hussam, Eslam, Mohamed A. Sabry, M. M. Abd El-Raouf, and Ehab M. Almetwally. "Fuzzy vs. Traditional Reliability Model for Inverse Weibull Distribution." Axioms 12, no. 6 (2023): 582. http://dx.doi.org/10.3390/axioms12060582.

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In this paper, fuzzy stress strengths RF=P(Y≺X) and traditional stress strengths R=P(Y<X) are considered and compared when X and Y are independently inverse Weibull random variables. When axiomatic fuzzy set theory is taken into account in the stress–strength inference, it enables the generation of more precise studies on the underlying systems. We discuss estimating both conventional and fuzzy models of stress strength utilizing a maximum product of spacing, maximum likelihood, and Bayesian approaches. Simulations based on the Markov Chain Monte Carlo method are used to produce various est
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Zheng, Yonglai, and Shuxin Deng. "Failure Probability Model considering the Effect of Intermediate Principal Stress on Rock Strength." Mathematical Problems in Engineering 2015 (2015): 1–7. http://dx.doi.org/10.1155/2015/960973.

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A failure probability model is developed to describe the effect of the intermediate principal stress on rock strength. Each shear plane in rock samples is considered as a micro-unit. The strengths of these micro-units are assumed to match Weibull distribution. The macro strength of rock sample is a synthetic consideration of all directions’ probabilities. New model reproduces the typical phenomenon of intermediate principal stress effect that occurs in some true triaxial experiments. Based on the new model, a strength criterion is proposed and it can be regarded as a modified Mohr-Coulomb crit
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Durham, S. D., and W. J. Padgett. "Estimation for a probabilistic stress-strength model." IEEE Transactions on Reliability 39, no. 2 (1990): 199–203. http://dx.doi.org/10.1109/24.55882.

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Chang, Dong Shang. "Reliability bounds for the stress-strength model." Computers & Industrial Engineering 29, no. 1-4 (1995): 15–19. http://dx.doi.org/10.1016/0360-8352(95)00034-x.

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Morris, Peter H., and David J. Williams. "Effective stress vane shear strength correction factor correlations." Canadian Geotechnical Journal 31, no. 3 (1994): 335–42. http://dx.doi.org/10.1139/t94-041.

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A recent effective stress model of vane shear strength testing in soils can relate measured torques to vane shear strengths using theoretical analysis in terms of effective stress parameters. The strength estimates are based on known in situ stresses and soil parameters derived from laboratory testing. The model may be applied, for example, in obtaining theoretical estimates of conventional undrained vane shear strengths for comparison with field data and for use in stability analyses. However, the model incorporates a correction factor μv, analogous to Bjerrum's field vane shear strength corr
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Ebrahimi, Nader. "A stress–strength system." Journal of Applied Probability 22, no. 2 (1985): 467–72. http://dx.doi.org/10.2307/3213791.

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Suppose Y is the strength of a system subjected to a sequence of stresses X1, X2, X3, · ··. Let N(t) be the number of stresses occurring by time t and let T be the lifetime of the system. Then the survival distribution of is given by where and . In this note we aim at determining from the above model various non-parametric classes of life distributions which are of interest in reliability theory.
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Guan, Hong-xin, Hao-qing Wang, Hao Liu, Jia-jun Yan, and Miao Lin. "The Effect of Intermediate Principal Stress on Compressive Strength of Different Cement Content of Cement-Stabilized Macadam and Different Gradation of AC-13 Mixture." Applied Sciences 8, no. 10 (2018): 2000. http://dx.doi.org/10.3390/app8102000.

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Since the effect of intermediate principal stress on the strength of pavement materials is not entirely clear so far, a proprietary true triaxial apparatus was developed to simulate the spatial status of principal stresses to conduct compressive strength tests on different gradations of AC-13, different cement contents of cement-stabilized macadam. With the same minimum principal stress, the triaxial compressive strengths of cube specimens under different intermediate principal stresses were compared. The results indicate that, as the intermediate principal stress increases, the compressive st
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Rozprawy doktorskie na temat "Stress- strength model"

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Brownstein, Naomi. "Estimation and the Stress-Strength Model." Honors in the Major Thesis, University of Central Florida, 2007. http://digital.library.ucf.edu/cdm/ref/collection/ETH/id/1160.

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This item is only available in print in the UCF Libraries. If this is your Honors Thesis, you can help us make it available online for use by researchers around the world by following the instructions on the distribution consent form at http://library.ucf.edu/Systems/DigitalInitiatives/DigitalCollections/InternetDistributionConsentAgreementForm.pdf You may also contact the project coordinator, Kerri Bottorff, at kerri.bottorff@ucf.edu for more information.<br>Bachelors<br>Sciences<br>Mathematics
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Gardener, Nigel Ian. "Probabilistic strength-life model for graphite fibers under stress." Thesis, Monterey, California. Naval Postgraduate School, 1992. http://hdl.handle.net/10945/23754.

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Zhang, Xuesong, and n/a. "Punching Shear Failure Analysis of Reinforced Concrete Flat Plates Using Simplified Ust Failure Criterion." Griffith University. School of Engineering, 2003. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20051104.153239.

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Failure criteria play a vital role in the numerical analysis of reinforced concrete structures. The current failure criteria can be classified into two types, namely the empirical and theoretical failure criteria. Empirical failure criteria normally lack reasonable theoretical backgrounds, while theoretical ones either involve too many parameters or ignore the effects of intermediate principal stress on the concrete strength. Based on the octahedral shear stress model and the concrete tensile strength under the state of triaxial and uniaxial stress, a new failure criterion, that is, the simpli
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Zhang, Xuesong. "Punching Shear Failure Analysis of Reinforced Concrete Flat Plates Using Simplified Ust Failure Criterion." Thesis, Griffith University, 2003. http://hdl.handle.net/10072/365777.

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Failure criteria play a vital role in the numerical analysis of reinforced concrete structures. The current failure criteria can be classified into two types, namely the empirical and theoretical failure criteria. Empirical failure criteria normally lack reasonable theoretical backgrounds, while theoretical ones either involve too many parameters or ignore the effects of intermediate principal stress on the concrete strength. Based on the octahedral shear stress model and the concrete tensile strength under the state of triaxial and uniaxial stress, a new failure criterion, that is, the simpli
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Ibarra, Sandra. "A model of stress distribution and cracking in cohesive soils produced by simple tillage implements /." Thesis, McGill University, 2001. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=38205.

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The objective of this research was to further understand the behavior of the soil under the action of a tillage tool, with the purpose of finding a relation between the tool geometry and the resultant soil seed bed. Thus the problem consisted of understanding the mechanics of producing soil break up and to find a logical method of analyzing it.<br>The problem was solved using fundamental principles of soil mechanics and force equilibrium analyzis. As a result, a mathematical model was developed which describes three failure zones within the cut soil volume. The model can be programmed into a c
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SALES, FILHO Romero Luiz Mendonça. "A novel q-exponential based stress-strength reliability model and applications to fatigue life with extreme values." Universidade Federal de Pernambuco, 2016. https://repositorio.ufpe.br/handle/123456789/17632.

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Submitted by Fabio Sobreira Campos da Costa (fabio.sobreira@ufpe.br) on 2016-08-05T14:42:09Z No. of bitstreams: 2 license_rdf: 1232 bytes, checksum: 66e71c371cc565284e70f40736c94386 (MD5) TESE PPGEP (Romero Luiz M. Sales Filho).pdf: 3453451 bytes, checksum: be76714c0d9a1e907faa85d15041f6ca (MD5)<br>Made available in DSpace on 2016-08-05T14:42:09Z (GMT). No. of bitstreams: 2 license_rdf: 1232 bytes, checksum: 66e71c371cc565284e70f40736c94386 (MD5) TESE PPGEP (Romero Luiz M. Sales Filho).pdf: 3453451 bytes, checksum: be76714c0d9a1e907faa85d15041f6ca (MD5) Previous issue date: 2016-02-24<
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Cekinmez, Zeynep. "Effect Of Foundation Rigidity On Contact Stress Distribution In Soils With Variable Strength / Deformation Properties." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/3/12611478/index.pdf.

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In this study, a typical mat foundation and structural loading pattern is considered. Three dimensional finite element analyses, PLAXIS 3D, is performed to determine the soil / foundation contact stress distribution, settlement distribution, distribution of modulus of subgrade reaction as a function of column spacing, stiffness of the soil and thickness of the foundation. A parametric study is performed to demonstrate the dependence of those distributions on various parameters. Moreover, a relationship between size of the foundation, deformation modulus of foundation soil and modulus of subgra
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ITO, Toshimasa, Keisuke TANAKA, Yoshiaki AKINIWA, Takahiro ISHII, and Yasuhiro MIKI. "X-Ray Study of Mechanical Properties of TiN Thin Films Coated on Steel by Ion Beam Mixing Method." The Japan Society of Mechanical Engineers, 2003. http://hdl.handle.net/2237/9182.

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Mohamed, Ahmed Abdeldayem. "Behavior, strength and flexural stiffness of circular concrete columns reinforced with FRP bars and spirals/hoops under eccentric loading." Thèse, Université de Sherbrooke, 2017. http://hdl.handle.net/11143/11406.

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Abstract : Deterioration of concrete structures reinforced with steel bars can be seen daily in regions with aggressive weather as steel-corrosion problems worsen. Fiber-reinforced-polymers (FRP) reinforcement has proven its feasibility through different civil structural elements. Present guidelines for FRP structures in North-America and Europe have not yet handled axially loaded members, due to the lack of research and experiments. This research takes charge of providing experimental database as well as extensive analyses and design recommendations of circular concrete columns reinforced tot
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Sengor, Mahmut Yavuz. "The Deformation Characteristics Of Deep Mixed Columns In Soft Clayey Soils: A Model Study." Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613075/index.pdf.

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Deep Mixing involves the introduction of cementitious or specially formulated solutions directly into the ground through the use of purpose built blending injection augers. The system is mainly designed to increase strength and reduce compressibility of treated soil. In the first stage of the research effective mixture ratios and mixture types of stabilizing agents were investigated for soft clays (CL form Eymir lake and kaolinite) by means of unconfined compression (UC) tests on stabilized soils. The unconfined compressive strength (UCS) values were obtained for 7,28,90 and 365 days of curing
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Książki na temat "Stress- strength model"

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Gardener, Nigel Ian. Probabilistic strength-life model for graphite fibers under stress. Naval Postgraduate School, 1992.

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L, Rubadeux K., Coe Harold H, United States. National Aeronautics and Space Administration., and U.S. Army Research Laboratory., eds. Bending strength model for internal spur gear teeth. National Aeronautics and Space Administration, 1995.

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Kotz, Samuel. The stress-strength model and its generalizations: Theory and applications. World Scientific, 2003.

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Kotz, Samuel. The stress-strength model and its generalizations: Theory and applications. World Scientific, 2003.

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Kotz, Samuel. The stress-strength model and its generalizations: Theory and applications. World Scientific, 2003.

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Reiser, B. Sample size choice for strength stress models. University of Toronto, Dept. of Statistics, 1988.

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Reiser, Benjamin. Confidence limits for stress-strength models with covariates. University of Toronto, Dept. of Statistics, 1985.

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G, Bhattacharyya, ed. Statistical inference for stress-strength models with covariates. University of Toronto. Dept. of Statistics, 1986.

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G, Bhattacharyya, ed. Bayesian inference for stress-strength models with explanatory variables. University of Toronto, Dept. of Statistics, 1989.

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Danielson, D. A. Analytical strength formulas for ship hulls. Naval Postgraduate School, 1992.

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Części książek na temat "Stress- strength model"

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Bian, Jixuan, Cheng Wang, Xueyan Sun, Guodong Wang, Wei Hou, and Peng Zhang. "Strength Analysis of Transmission Shaft Spline Pair Under Wide-Area Load." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-97-7887-4_109.

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Abstract In this paper, the left, middle and right spline pair of transmission shaft is taken as the research object, and the geometric model after parametric modeling is imported into finite element software to obtain the distribution law of equivalent stress, bending stress, contact stress and relative slip of involute spline pair. The effects of contact length, number of teeth, modulus and friction factors on involute spline are studied, to provide reference for the design and engineering application of involute spline pair of transmission shaft for power split transmission.
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Chen, Xin, Maosheng Li, and Yunlong Bai. "Compression Stress-Strain Curve Model of High-Strength Spiral Stirrup Confined Concrete." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-60765-3_16.

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Ahmed, Abdulrhaman A. Jassim, and Feras Sh M. Batah. "On Estimating Reliability Stress – Strength Model in Case the Weibull Pareto Distribution." In Lecture Notes in Networks and Systems. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-70924-1_53.

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Qiao, Langhao, Renjun Yan, and Yu Qiu. "Fatigue Life Assessment of Ship Hatch Corner Based on Hot Spot Stress Method." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1876-4_54.

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AbstractThe hatch corner of ship is the most prone area for stress concentration, which makes the fatigue problem of hatch corner particularly serious, and becomes a position that is easily damaged. Firstly, the hot spot stress method based on surface extrapolation is introduced, and the hatch corner of a bulk carrier is selected as the research object, the scale model test is designed and carried out, the finite element model is established, and the parameters of the corner form and different transition radii are analyzed. The CCS calculation specification evaluates the fatigue strength of ha
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You, Ruizhang, Renjun Yan, Haowen Zhu, and Ziwei Zhang. "Simulation Study of Shear Stress Distribution in Bolted Connection Structures of Sandwich Composite Plate." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1876-4_79.

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AbstractFor the shear problem of the bolt connection structure of Sandwich Composite Plate, shear test is carried out on two kinds of Bolt Connection Structure of Sandwich Composite Plate, namely, Pre-embedded countersunk bolt and Assembled countersunk bolt, and the shear strength and stress distribution of the two kinds of bolt connection structure are investigated by using ABAQUS, and the finite element simulation results coincided with the test phenomenon well. Using this model, the stress distribution under shear damage of the Bolt Connection Structure of Sandwich Composite Plate is analys
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Kumari, Taruna, and Anupam Pathak. "Estimation of Reliability in Multicomponent Stress–Strength Model for Generalized Half-Logistic Distribution." In Advances in IoT and Security with Computational Intelligence. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-5085-0_10.

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Cao, Jie, Chao Wang, Jaime Gonzalez-Libreros, Yongming Tu, Lennart Elfgren, and Gabriel Sas. "Scaling Effect on Mechanical Property of Calcium Silicate Hydrate in Cement Using Reactive Molecular Dynamics." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_25.

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AbstractMolecular dynamics simulations have been increasingly employed to investigate the mechanical properties of cement hydrates at the nanoscale. This technique deepens the understanding of cement-based materials, yet correlating these nanoscale findings with larger scale experiments remains a challenge, particularly due to scaling effects. This study focuses on the scaling impact on calcium silicate hydrate (C-S-H). Two types of C-S-H models were constructed: one with defective silicate chains and the other without. Each model includes three sub-models of varying sizes. Under uniaxial tens
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Lakirouhani, Ali, and Somaie Jolfaei. "Conflict Between Fracture Toughness and Tensile Strength in Determining Fracture Strength of Rock Samples with a Circular Hole." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_46.

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AbstractIn this article, using a two-dimensional numerical model based on the finite element method, the fracture pressure of rock samples with a circular hole in the center is obtained. In this model, a mixed criterion is used to determine the fracture pressure, which is a combination of the tensile strength criterion and the fracture toughness criterion. The superiority of this model over the tensile strength criterion or the fracture toughness criterion is that it shows well the effect of the size of the hole in the middle of the sample on the fracture stress. The main and innovative findin
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Ueda, Kyohei, Yoshikazu Tanaka, Anurag Sahare, et al. "LEAP-ASIA-2019 Simulation Exercise: Calibration of Constitutive Models and Simulations of the Element Tests." In Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-48821-4_2.

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AbstractThis chapter presents a summary of the calibration exercises (i.e., element test simulations) submitted by nine numerical simulation teams that participated in the LEAP-ASIA-2019 prediction campaign. The standard sand selected for the campaign is Ottawa F-65, and researchers have developed several efforts to increase the database of laboratory tests to characterize the physical and mechanical properties of this sand (Carey TJ, Stone N, Kutter BL, Grain Size Analysis and Maximum and Minimum Dry Density of Ottawa F-65 Sand for LEAP-UCD-2017. Model tests and numerical simulations of lique
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Noor, Mohd Jamaludin. "Anisotropic and elastic–plastic rock deformation model for accurate prediction of intact rock stress–strain response." In Soil Settlement and the Concept of Effective Stress and Shear Strength Interaction. CRC Press, 2020. http://dx.doi.org/10.1201/9781003121503-6.

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Streszczenia konferencji na temat "Stress- strength model"

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Kellner, Jordan D. "Shear Strength Testing of Pipeline Coatings and Soil Stress." In CORROSION 1996. NACE International, 1996. https://doi.org/10.5006/c1996-96199.

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Abstract Shear properties of pipeline coatings with elastomeric adhesives are frequently measured in the laboratory. These measurements are expected to correlate with the ability of the coating to withstand the forces of soil burial and movement. The theoretical basis of choosing the parameters of the laboratory methods are given based on calculations of soil forces on pipeline coatings from an analytical model and from finite element analysis. Data obtained from two methodologies are given and discussed. The criteria used to evaluate pipeline coatings in various applications are also discusse
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Atrens, A., R. M. Rieck, S. Ramamurthy, J. D. Gates, and I. O. Smith. "Mechanism of Intergranular Stress Corrosion Cracking of Low Alloy Steels." In CORROSION 1987. NACE International, 1987. https://doi.org/10.5006/c1987-87181.

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Abstract The literature is reviewed to asses the cracking mechanism of steels in aqueous environments. The main conclusion is that anodic dissolution (AD) is almost certainly the mechanism of intergranular stress corrosion cracking of low strength steels under many conditions. For high strength steels (yield strengths greater than 1100 MPa) there is also good evidence that the same mechanism of AD is operative. The microstructural features involved are also reviewed and a cracking model is proposed.
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Rao, Gangadhara, Subba Rao, and R. Kumar. "Damage Assessment of Rotary Wing Aircraft Cabin Door using Continuum Damage Mechanics Model." In Vertical Flight Society 72nd Annual Forum & Technology Display. The Vertical Flight Society, 2016. http://dx.doi.org/10.4050/f-0072-2016-11545.

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The prediction of ultimate strength remains the main challenge in the simulation of the mechanical response of composite structures. This paper examines continuum damage model to predict the strength and size effects for deformation and failure response of polymer composite laminates when subjected to complex state of stress. The paper also considers how the overall results of the exercise can be applied in design applications. The continuum damage model is described and the resulting prediction of size effects are compared against the standard benchmark solutions. The stress analysis for stre
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Bracale, Antonio, Guido Carpinelli, and Pasquale De Falco. "A Predictive Stress-Strength Model Addressing the Dynamic Transformer Rating." In 2019 International Conference on Clean Electrical Power (ICCEP). IEEE, 2019. http://dx.doi.org/10.1109/iccep.2019.8890172.

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Concha, Nolan, Jefferson Abad, Kristine Zophiel Delfino, Mary Alleina Tungcab, and Marjorie Lansangan. "Bond Stress Model of Deformed Bars in High Strength Concrete." In 2019 IEEE 11th International Conference on Humanoid, Nanotechnology, Information Technology, Communication and Control, Environment, and Management ( HNICEM ). IEEE, 2019. http://dx.doi.org/10.1109/hnicem48295.2019.9073399.

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Wu, Jian, Shuguo Xie, Tenglong Ke, Xi Chen, and Can Li. "A study on EMC stress-strength interference model and EMC reliability." In 2012 10th International Symposium on Antennas, Propagation & EM Theory (ISAPE - 2012). IEEE, 2012. http://dx.doi.org/10.1109/isape.2012.6408861.

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Chen, Shuai, Xinping Yan, and Chengqing Yuan. "Reliability model based on stress-strength interference for marine propulsion shafting." In 2015 International Conference on Transportation Information and Safety (ICTIS). IEEE, 2015. http://dx.doi.org/10.1109/ictis.2015.7232107.

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Popov, George, Maria Nenova, and Kamelia Raynova. "Investigation of Reliability of Diversity Systems Through Stress-Strength Model Analysis." In 2018 Seventh Balkan Conference on Lighting (BalkanLight). IEEE, 2018. http://dx.doi.org/10.1109/balkanlight.2018.8546869.

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Thomas, David J. "Probabilistic Residual Strength Model for Stress Rupture of SiC/SiC Composites." In ASME Turbo Expo 2001: Power for Land, Sea, and Air. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/2001-gt-0462.

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A probabilistic residual strength (PRS) model for the stress rupture behavior of composites is presented. The material’s initial ultimate strength, time-to-failure, and intermediate residual strength are all considered to be random variables. A Kachonov style rate equation is assumed to model the strength degradation. Data requirements for model calibration are outlined and the calibration process is presented. Model capabilities are demonstrated using experimental data for a SiC/SiC [0/90] 5-harness satin weave material system. The PRS model has the potential to generate design curves and aid
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Nandipati, Srikanth, Amith Nag Nichenametla, and Abhay Laxmanrao Waghmare. "Integrating degradation model with stress strength interference model to estimate reliability in design phase." In 2017 Annual Reliability and Maintainability Symposium (RAMS). IEEE, 2017. http://dx.doi.org/10.1109/ram.2017.7889747.

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Raporty organizacyjne na temat "Stress- strength model"

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Vankirk, George, Andreas Frank, Michael Roth, Brett Williams, and William Heard. Residual strength of a high-strength concrete subjected to triaxial prestress. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48055.

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This study investigates simplified mechanical loading paths that represent more complex loading paths observed during penetration using a triaxial chamber and a high-strength concrete. The objective was to determine the effects that stress-strain (load) paths have on the material’s unconfined compressive (UC) residual strength. The loading paths included hydrostatic compression (HC), uniaxial strain in compression (UX), and uniaxial strain load biaxial strain unload (UXBX). The experiments indicated that the load paths associated with nonvisible microstructural damage were HC and UX—which prod
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Graville. L51764 Hydrogen Cracking in the Heat-Affected Zone of High-Strength Steels-Year 2. Pipeline Research Council International, Inc. (PRCI), 1997. http://dx.doi.org/10.55274/r0010170.

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During year 1 of this project a test to evaluate the sensitivity of the heat affected zone (HAZ) to hydrogen cracking was developed. This was in response to a need for a test which provided unambiguous results in contrast to existing test methods which often led to difficulties in interpretation. For example, WIC tests usually cracked in the weld metal rather than the HAZ and therefore did not produce a clear indication of the sensistivity of the HAZ. The new test involves a machined notch which can be placed in the HAZ thus forcing crack initiation to occur in the desired region. A further ad
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Thornell, Travis, Charles Weiss, Sarah Williams, et al. Magnetorheological composite materials (MRCMs) for instant and adaptable structural control. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/38721.

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Magnetic responsive materials can be used in a variety of applications. For structural applications, the ability to create tunable moduli from relatively soft materials with applied electromagnetic stimuli can be advantageous for light-weight protection. This study investigated magnetorheological composite materials involving carbonyl iron particles (CIP) embedded into two different systems. The first material system was a model cementitious system of CIP and kaolinite clay dispersed in mineral oil. The magnetorheological behaviors were investigated by using parallel plates with an attached ma
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Weeks, Timothy "Dash." DTPH56-13-X-000013 Modern High-Toughness Steels for Fracture Propagation and Arrest Assessment-Phase II. Pipeline Research Council International, Inc. (PRCI), 2018. http://dx.doi.org/10.55274/r0012037.

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NIST work developed processes to identify the stress/strain/crack velocity conditions for unstable high-rate ductile crack propagation found in a full-scale pipeline burst test and duplicate those conditions in a medium-scale test. With modeling to validate conditions and assumptions used in reducing the scale of the tests. A medium-scale test to elucidate material property data necessary to qualify high-strength high-toughness steels based on the correlation to large-scale tests. Parametric determination of the material properties governing fracture propagation or arrest-ability was developed
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Brosnahan and DeVries. PR-317-10702-R01 Testing for the Dilation Strength of Salt. Pipeline Research Council International, Inc. (PRCI), 2011. http://dx.doi.org/10.55274/r0010026.

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A laboratory testing program on rock salt specimens was performed using test conditions that are consistent with the stresses that are experienced near the surfaces of salt caverns during storage operation. The proposed work effort focuses on improving the methodology for defining the onset of dilation for rock salt. Geomechanical studies use dilation criteria to assess the potential for salt damage that can lead to spalling in the cavern roof and/or walls and subsequent damage to the cavern or hanging string. This constraint is often the one that limits the minimum gas pressure in a natural g
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Zhu, Xian-Kui, Brian Leis, and Tom McGaughy. PR-185-173600-R01 Reference Stress for Metal-loss Assessment of Pipelines. Pipeline Research Council International, Inc. (PRCI), 2018. http://dx.doi.org/10.55274/r0011516.

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This project focused on quantifying the reference stress to be used in predictive models for assessing the effects of metal loss on pipeline integrity. The results of this project will work in concert with the outcomes of project EC-2-7 that examined sources of scatter in metal-loss predictions with respect to the metal-loss defect geometry. The methodology for developing a new reference stress included empirical and finite element analyses along with comparison of full-scale experimental results that indicate the failure behavior of defect-free pipe has dependence on the strain hardening rate
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Kirk. L51737 Development of Modeling Procedures for Branch Welds. Pipeline Research Council International, Inc. (PRCI), 1995. http://dx.doi.org/10.55274/r0010122.

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One major difficulty in developing fitness-for-purpose based flaw acceptance criteria for pipeline branch connections is the calculation of the stress distributions in the vicinity of the welds. Even with the latest computer-aided modelling technologies, finite element modeling of branch connections using three-dimensional (3-D) solid elements is the only way to accurately determine the stress distributions local to the weld toes of branch connections. This report describes work to access the applicability of linear elastic fracture mechanics (LEFM) principles to a saddle-pad reinforced branch
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Unknown, Author. WINMOP-R03 Performance of Offshore Pipelines. Pipeline Research Council International, Inc. (PRCI), 2003. http://dx.doi.org/10.55274/r0011744.

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The objective of the project was to validate existing pipeline integrity prediction models through field testing multiple pipelines, validate the performance of in-line instrumentation through smart pig runs, and finally, to assess the actual integrity of aging damaged and defective pipelines. The objectives were accomplished by the testing of aging out-of-service lines using "smart pigs", followed by hydrotesting of the lines to failure, recovery of the failed sections, and determination of the pipeline characteristics in the vicinity of the failed sections (failure analysis). One objective o
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Rosenfeld, Hart, and Zulfiqar. L51994 Acceptance Criteria for Mild Ripples in Pipeline Field Bends. Pipeline Research Council International, Inc. (PRCI), 2003. http://dx.doi.org/10.55274/r0010395.

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Field bends in large diameter pipe are routinely used in the construction of oil and gas pipelines. Mild ripples along the intrados are often unavoidable where such bends have a high D/t or high yield strength. Present regulations and industry standards differ in their treatment of mild ripples, ranging from silence to prohibition, depending upon interpretation. Consequently, the application of acceptance standards for such features is inconsistent, leading to variable standards of inspection and probable scrapping of otherwise sound bends. Finite element analysis (FEA) was used to estimate th
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Stuedlein, Armin, Ali Dadashiserej, and Amalesh Jana. Models for the Cyclic Resistance of Silts and Evaluation of Cyclic Failure during Subduction Zone Earthquakes. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2023. http://dx.doi.org/10.55461/zkvv5271.

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This report describes several advances in the cyclic failure assessment of silt soils with immediate and practical benefit to the geotechnical earthquake engineering profession. First, a database of cyclic loading test data is assembled, evaluated, and used to assess trends in the curvature of the CRR-N (cyclic resistance ratio - the number of equivalent cycles) relationship. This effort culminated in a plasticity index-dependent function which can be used to estimate the exponent b in the power law describing cyclic resistance, and may be used to estimate the cyclic resistance of silt soils a
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