Relevant bibliographies by topics / Axial section

Contents

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

Academic literature on the topic 'Axial section'

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

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Journal articles on the topic "Axial section"

1

Khaleel, Nashwan I., Muna A. G. Zghair, and Qays A. Hassan. "Value of Combination of Standard Axial and Thin-Section Coronal Diffusion-weighted Imaging in Diagnosis of Acute Brainstem Infarction." Open Access Macedonian Journal of Medical Sciences 7, no. 14 (2019): 2287–91. http://dx.doi.org/10.3889/oamjms.2019.336.

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AIM: To determine the value of the combination of thin-section 3 mm ‎coronal and standard ‎axial DWI and their impact in facilitating the diagnosis of ‎‎acute brainstem infarction.
 METHODS: A cross-sectional study conducted from the 1st of April 2017 to the end of February 2018 on 100 consecutive patients (66% were male, and 34% were female) with isolated acute ischemic infarction in the ‎brainstem. The abnormal MRI findings concerning the ischemic lesions were interpreted on standard axial 5 mm and thin-section coronal 3mm DWI.
 RESULTS: The mean age of the studied group was 69.2 ±
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Foroughi, Saeid, and Süleyman Bahadır Yüksel. "Investigation of moment-curvature and effective section stiffness of reinforced concrete columns." Challenge Journal of Structural Mechanics 7, no. 3 (2021): 135. http://dx.doi.org/10.20528/cjsmec.2021.03.003.

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In determining the seismic performance of reinforced concrete (RC) structures in national and international seismic code, it is desired to use effective section stiffness of the cracked section in RC structural elements during the design phase. Although the effective stiffness of the cracked section is not constant, it depends on parameters such as the dimension of the cross-section, concrete strength and axial force acting on the section. In this study, RC column models with different axial load levels, concrete strength, longitudinal and transverse reinforcement ratios were designed to inves
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Savi´, D., A. Jašović, and D. Djerić. "The value of computerized tomography (CT) in the evaluation of the anatomic structure of the attic." Journal of Laryngology & Otology 101, no. 11 (1987): 1118–24. http://dx.doi.org/10.1017/s0022215100103354.

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AbstractBy the use of computerized tomography (CT) the authors have examined and precisely defined the radiological anatomical characteristics of the attic and its relation to other structures of the middle and inner ear. The identification of individual morphological structures has been made on axial, semi-axial and frontal CT sections. Each type of original CT section has been compared with the corresponding original anatomical section.
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Keintjem, Militia, Riza Suwondo, and Made Suangga. "Efficiency Assessment of Cruciform Steel Columns: Balancing Axial Capacity and Weight." Engineering, Technology & Applied Science Research 15, no. 2 (2025): 21342–47. https://doi.org/10.48084/etasr.10107.

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Cruciform steel columns, also known as king and queen cross sections, have gained attention in structural engineering for their ability to overcome the limitations of traditional I-sections and H-sections. These limitations include reduced stability due to slenderness effects and excessive material usage in tall columns. Designed to enhance axial load capacity while minimizing weight, cruciform sections offer a more efficient, cost-effective, and sustainable alternative for modern construction. This study assesses the efficiency of cruciform steel columns by comparing their design axial capaci
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Yin, Lingfeng, Tianyang Deng, Yu Niu, and Zhanjie Li. "Free-Form Shape Optimization of Advanced High-Strength Steel Members." Buildings 12, no. 12 (2022): 2101. http://dx.doi.org/10.3390/buildings12122101.

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The high yielding strength of advanced high-strength steel (AHSS) provides great opportunities for cold-formed steel (CFS) members with much higher load-carrying capability. However, if manufactured into the traditional cross-section shapes, such as C and Z, the material advantage cannot be fully exploited due to the cross-section instabilities. The purpose of this study was to establish a shape optimization method for cold-formed sections with AHSS and explore the potentially material efficiency that AHSS could provide to these sections in terms of their axial strength. In this study, the ins
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Li, Weiteng, Zijian Wang, Zhaoshun Jing, Yuanzhen Li, Yuchun Mei, and Chunqing Liu. "A Method for Calculating the Bearing Capacity of Basic Members of an Underground Concrete-Filled Steel Tube Supporting Arch with a D-Shaped Cross Section." Buildings 14, no. 12 (2024): 4014. https://doi.org/10.3390/buildings14124014.

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High-strength concrete-filled steel tube (CFST) arches have been widely applied in underground engineering, among which there are special-shaped arches such as D-shaped sections. At present, most studies have concentrated on members with square or circular sections, while relatively few studies have been conducted on D-shaped section members. In this study, firstly, D-shaped sections were initially transformed into sections with a part square and part elliptical shape using an equivalent section method. The formulas for the axial compression and pure bending bearing capacities of the basic D-s
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Connor, Steve, Kate Hulley, Christian Burd, Nikul Amin, and Irumee Pai. "Which is the optimally defined vestibular cross-section to diagnose unilateral Meniere’s disease with delayed post-gadolinium 3D fluid-attenuated inversion recovery MRI?" British Journal of Radiology 94, no. 1119 (2021): 20200996. http://dx.doi.org/10.1259/bjr.20200996.

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Objectives:Delayed post-gadolinium 3D fluid-attenuated inversion recovery (FLAIR) MRI is used to support a diagnosis of Ménière’s disease (MD) with the ratio of the endolymphatic space (ES) to the sum of the endolymphatic and perilymphatic spaces (SEPS) on a cross-section through the vestibule being a key diagnostic criterion. It was hypothesised that the exact definition of the vestibular cross-section would influence the ES: SEPS ratio, its ability to diagnose MD, and its reproducibility.Methods:Following institutional approval, 22 patients (five male, 17 female; mean age 52.1) with unilater
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Fang, Lin, Min Yang, and Chengming Li. "Equivalent uniaxial constitutive relationship for core concrete of cross-shaped RC short columns." Advances in Engineering Technology Research 6, no. 1 (2023): 459. http://dx.doi.org/10.56028/aetr.6.1.459.2023.

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Based on the experimental results of seven cross-shaped RC short columns subjected to axial load and reasonable assumptions, the core concrete in cross-shaped section was divided into several regions, the analytic derivation of the effective transverse confined pressure was provided, and the equivalent uniaxial constitutive relationship was constructed for core concrete of the divided regions. The load versus strain curves of the specimens were calculated by the proposed constitutive relationship. The calculated results agreed well with the experimental results. The effects of the tie spacing,
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Chattopadhyay, S. "Allowable Stresses for Nonrectangular Sections Under Combined Axial and Bending Loads." Journal of Pressure Vessel Technology 110, no. 2 (1988): 188–93. http://dx.doi.org/10.1115/1.3265585.

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The design stress allowables for various loading conditions involving bending in Section III, Division 1 and Section VIII, Division 2 of the ASME Boiler and Pressure Vessel Code are based on the assumption of a rectangular cross section of the structural members. These allowables do not necessarily provide the same level of safety for all general cross sections. In this work, stress allowables have been proposed for design, level C and test condition loadings to provide adequate safety for all combinations of axial and bending loads. The limits are based on an in-depth study of the interaction
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Mohamed Ali, Jaffar S., Kassim A. Abdullah, and Yulfian Aminanda. "Effect of Cross Sectional Shape on the Energy Absorbing Characteristics of a Tube under Quasi-Static Loading." Applied Mechanics and Materials 315 (April 2013): 334–38. http://dx.doi.org/10.4028/www.scientific.net/amm.315.334.

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In this study, numerical simulation of tubes of various cross section under axial compression is carried out using LS-DYNA. The effect of varying configurations of tube cross-section shape on the deformation response, collapse mode and energy absorption characteristics of tubes under quasi-static axial compression have been studied. The validation of the finite element tube model was made by comparison with the experimental results of the square tube subjected to quasi-static axial compression. Tabulated results are presented and plots have been included for the specific energy absorption for
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Dissertations / Theses on the topic "Axial section"

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Agarwal, Rohit. "Tube bending with axial pull and internal pressure." Thesis, Texas A&M University, 2004. http://hdl.handle.net/1969.1/442.

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Tube bending is a widely used manufacturing process in the aerospace, automotive, and other industries. During tube bending, considerable in-plane distortion and thickness variation occurs. The thickness increases at the intrados (surface of tube in contact with the die) and it reduces at the extrados (outer surface of the tube). In some cases, when the bend die radius is small, wrinkling occurs at the intrados. In industry a mandrel is used to eliminate wrinkling and reduce distortion. However, in the case of a close bend die radius, use of a mandrel should be avoided as bending with the man
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Yang, Li. "Behaviour of masonry columns of geometric section subjected to eccentric axial load." Thesis, University of Manchester, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.705160.

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Lau, J. C. K. "The strength of masonry walls and columns of geometric cross section subjected to axial load and bending." Thesis, University of Manchester, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.705159.

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Carr, M. I. "The excitation of acoustic resonances in an axial flow compressor stage by vortex shedding from aerofoil section blading." Thesis, Swansea University, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636209.

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In recent years continuing development of the axial flow compressor for use in the aero-engine has increased its susceptibility to unsteady flow phenomena which can cause severe blade vibration. A source which has emerged and become of considerable importance is excitation by acoustic resonances. An experimental investigation in a single stage axial flow compressor rig has been performed to ascertain whether acoustic resonances can be excited by vortex shedding from loaded aerofoil section blades. A further experimental programme, to study further the effect of inter-row spacing, was peformed
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Смірнов, Василь Анатолійович, Василий Анатольевич Смирнов, Vasyl Anatoliiovych Smirnov та В. В. Манжаров. "Нахождение опасных сечений бруса при деформации осевого растяжения и сжатия". Thesis, Сумский государственный университет, 2014. http://essuir.sumdu.edu.ua/handle/123456789/40325.

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Pettersson, Frida. "A Study on the Behavior of Deep, Slender Wide Flange Steel Beam-Column Members in Seismic Applications." University of Cincinnati / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1455209092.

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Forrester, Merville Kenneth. "Stiffness Model of a Die Spring." Thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/32249.

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The objective of this research is to determine the three-dimensional stiffness matrix of a rectangular cross-section helical coil compression spring. The stiffnesses of the spring are derived using strain energy methods and Castiglianoâ s second theorem. A theoretical model is developed and presented in order to describe the various steps undertaken to calculate the springâ s stiffnesses. The resulting stiffnesses take into account the bending moments, the twisting moments, and the transverse shear forces. In addition, the springâ s geometric form which includes the effects of pitch, cu
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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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Mercier, Charlotte. "Développement d’un modèle de stabilité des barres à section tubulaire comprimées fléchies sensibles aux effets du second ordre." Thesis, Université de Lorraine, 2019. http://www.theses.fr/2019LORR0113/document.

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Cette thèse s’inscrit dans une démarche d’amélioration des connaissances des instabilités des éléments comprimés et fléchis sensibles aux effets du second ordre. Il s’agit de traiter la prise en compte des imperfections initiales dans l’analyse de la structure et d’adapter les critères actuels de vérification pour les structures tubulaires de type échafaudage. Les formulations existantes, proposées dans la littérature et les codes de calculs, sont souvent issues d’hypothèses, et conduisent à des incohérences entre les critères de vérification en section, et les critères de vérification en inst
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Mercier, Charlotte. "Développement d’un modèle de stabilité des barres à section tubulaire comprimées fléchies sensibles aux effets du second ordre." Electronic Thesis or Diss., Université de Lorraine, 2019. http://www.theses.fr/2019LORR0113.

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Cette thèse s’inscrit dans une démarche d’amélioration des connaissances des instabilités des éléments comprimés et fléchis sensibles aux effets du second ordre. Il s’agit de traiter la prise en compte des imperfections initiales dans l’analyse de la structure et d’adapter les critères actuels de vérification pour les structures tubulaires de type échafaudage. Les formulations existantes, proposées dans la littérature et les codes de calculs, sont souvent issues d’hypothèses, et conduisent à des incohérences entre les critères de vérification en section, et les critères de vérification en inst
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Books on the topic "Axial section"

1

Yang, L. Behaviour of masonry columns of geometric section subjected to eccentric axial load. UMIST, 1995.

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Barros, Helena, Joaquim Figueiras, Carla Ferreira, and Mário Pimentel. Design of Reinforced Concrete Sections Under Bending and Axial Forces. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-80139-7.

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Gambarelli, J., D. Amy, R. Galliano, S. Nazarian, and J. P. Jacomy. Computerized Axial Tomography: An Anatomic Atlas of Serial Sections of the Human Body Anatomy -- Radiology -- Scanner. Springer London, Limited, 2012.

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Ferreira, Carla, Helena Barros, Joaquim Figueiras, and Mário Pimentel. Design of Reinforced Concrete Sections under Bending and Axial Forces: Tables and Charts According to EUROCODE 2. Springer International Publishing AG, 2021.

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Kachelriess, Michael. Anomalies, instantons and axions. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198802877.003.0017.

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The axial anomaly is derived both from the non-invariance of the path-integral measure under UA(1) transformations and calculations of specific triangle diagrams. It is demonstrated that the anomalous terms are cancelled in the electroweak sector of the standard model, if the electric charge of all fermions adds up to zero. The CP-odd term F̃μν‎Fμν‎ introduced by the axial anomaly is a gauge-invariant renormalisable interaction which is also generated by instanton transitions between Yang–Mills vacua with different winding numbers. The Peceei–Quinn symmetry is discussed as a possible explanati
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Rivera Rasury, Fátima Yadira, Walter Alejandro Patiño Zambrano, Alexander Wladimir Huerta Cordero, et al. Manual básico de imagenología. Mawil Publicaciones de Ecuador, 2021, 2021. http://dx.doi.org/10.26820/978-9942-602-19-0.

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MANUAL BÁSICO DE IMAGENOLOGÍA es un texto que se presenta de forma sencilla y de fácil lectura en la que se realiza un recorrido primordial y actualizado sobre los fundamentos, principios y alcance de la Imagenología en su aplicación dentro de del entorno clínico del diagnóstico y la terapéutica de los pacientes. Aporta de manera amigable los conocimientos esenciales de modo que estudiantes, profesionales y personas interesadas en esta área del saber puedan hacer uso del conocimiento básico en este campo de la salud. Los rayos X, llamados así por su descubridor Wilhelm Conrad Roentgen, en 1895
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Öztorun, Namık Kemal, and Ezgi Öztorun Köroğlu. Steel Structures I. İstanbul University–Cerrahpaşa Press Serial Number: 88, 2025. https://doi.org/10.5152/4100.

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This book provides comprehensive information essential for both the design of new steel structures and the analysis of existing ones. It covers the fundamental principles of design, procedures, historical context, specifications, and the Turkish standard TS 498 for design loads. It also addresses probability and factor of safety, the application of steel in structures, the mechanical properties of structural steels, and an introductory comments on TS 498. The book covers fundamental concepts including the behavior of tension and compression members, methods for their analysis, and details rega
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Book chapters on the topic "Axial section"

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Liu, Yucheng, and Michael L. Day. "Axial Crushing of Thin-Walled Columns with Octagonal Section: Modeling and Design." In Lecture Notes in Electrical Engineering. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-1-4020-8919-0_25.

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Lee, Kil Sung, and In Young Yang. "The Collapse Characteristics of CFRP Hat-Shaped Section Members under Axial Compression." In Advanced Nondestructive Evaluation I. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-412-x.877.

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Dong, Xing, Chenhao Guo, Jifeng Chen, and Haorong Song. "Research of the Flow Field Characteristics of Flake Graphite in the Fan Shaped Nozzle of Premixed Water Jet." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1876-4_76.

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AbstractGraphite is an important strategic resource, in order to explore the flow performance of flake graphite in the flow field of the premixed water jet fan nozzle, numerical simulation of nozzle flow field was carried out by FLUENT software. According to the jet characteristics, the Euler model is selected to simulate the two-phase flow law of water and flake graphite, and standard k-ε turbulence model is selected as the turbulence model, the influence of different inlet pressure on the flow field distribution of flake graphite was analyzed. The results show that the axial velocity distrib
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Gidday, Bisrat Gissila, and Biruk Gissila Gidday. "Evaluating the Performance of Reinforced Unpaved Roads Using Plate Load Tests." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_48.

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AbstractThis study presents the strength of geosynthetic-reinforced unpaved road sections over soft subgrade utilizing plate load Test through a rectangular model box. Geotextile, geogrid, and geonet were used as a reinforcing component. The bearing capacity determined by the plate load test from the laboratory was compared with an analytical solution. The primary objective behind the reinforcement is to decrease the structural section without changing the traffic capacity and to increase the durability of the pavement. The test results showed the implications of a geosynthetic position on the
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Castaldo, P., B. Palazzo, and A. Mariniello. "Lifetime Axial-Bending Capacity of a R.C. Bridge Pier Cross-Section Subjected to Corrosion." In Lecture Notes in Civil Engineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78936-1_27.

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Arthi, S., D. Suji, and M. Anbarasu. "Investigation on Cold Formed Steel Channel Section with Curved Flanges Subjected to Axial Compression." In Structural Integrity. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98335-2_20.

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Lucerna, Sebastiano, Francesco M. Salpietro, Concetta Alafaci, and Francesco Tomasello. "Axial Sections." In In Vivo Atlas of Deep Brain Structures. Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/978-3-642-56381-2_6.

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Dujmović, Darko, Boris Androić, and Ivan Lukačević. "Composite Column with Concrete Filled Circular Hollow Section Subject to Axial Compression and Uniaxial Bending." In Composite Structures According to Eurocode 4. Wiley-VCH Verlag GmbH, 2015. http://dx.doi.org/10.1002/9783433604908.ch14.

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Dujmović, Darko, Boris Androić, and Ivan Lukačević. "Composite Column with Concrete-Filled Rectangular Hollow Section Subject to Axial Compression and Uniaxial Bending." In Composite Structures According to Eurocode 4. Wiley-VCH Verlag GmbH, 2015. http://dx.doi.org/10.1002/9783433604908.ch15.

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Dujmović, Darko, Boris Androić, and Ivan Lukačević. "Composite Column with Partially Concrete-Encased H-Section Subject to Axial Compression and Uniaxial Bending." In Composite Structures According to Eurocode 4. Wiley-VCH Verlag GmbH, 2015. http://dx.doi.org/10.1002/9783433604908.ch16.

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Conference papers on the topic "Axial section"

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Hawkins, Amanda, Thomas Grabow, Roger Walker, and Michael Keller. "Composite Repair of Pipelines with Axial Flaws." In CORROSION 2012. NACE International, 2012. https://doi.org/10.5006/c2012-01686.

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Abstract Fiber-reinforced composites have been used to repair a wide variety of structural defects in pipelines and pressure equipment with good success. Repaired defects range from non-leaking to through-wall damage generated by corrosion or other mechanisms. Primary design guidance for these repairs is given in ASME PCC2 Article 4.1, where Section 3.4.6 addresses the repair design of a leaking substrate. The design equations in this section are derived from thin film bulge testing which determines the load that initiates interfacial fracture between the repair and substrate. These equations
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Gao, Jinhe, Yanbin Huang, and Shoulong Zhang. "Section Discretization for Multi-Axial Spring Model." In 2015 International Symposium on Computers and Informatics. Atlantis Press, 2015. http://dx.doi.org/10.2991/isci-15.2015.277.

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CREASE, G., A. ROSELLO, JR., and A. FETFATSIDIS. "SSME alternate turbopump (pump section) axial load analysis." In 25th Joint Propulsion Conference. American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-2607.

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Vikulov, Mikhail A., Nikolay P. Ovchinnikov, and Dmitriy E. Makhno. "Measurements of section pump rotor axial position at Udachny mine." In International Conference "Actual Issues of Mechanical Engineering" 2017 (AIME 2017). Atlantis Press, 2017. http://dx.doi.org/10.2991/aime-17.2017.143.

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Okude, Yusuke, Shuji Sakaki, Shoichiro Yoshihara, Francisco Chinesta, Yvan Chastel, and Mohamed El Mansori. "Draw Bending of Dissymmetric Channel Section with Variable Axial Tension." In INTERNATIONAL CONFERENCE ON ADVANCES IN MATERIALS AND PROCESSING TECHNOLOGIES (AMPT2010). AIP, 2011. http://dx.doi.org/10.1063/1.3552467.

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Cheng, Yiran, Bintao He, Fa Zhang, and Renmin Han. "Serial Section Microscopy Image Inpainting Guided by Axial Optical Flow." In MM '24: The 32nd ACM International Conference on Multimedia. ACM, 2024. http://dx.doi.org/10.1145/3664647.3681023.

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Guan, Weilin, and Edwin A. Peraza Hernandez. "Design Framework for Multi-Section Shape Memory Alloy Axial Actuators Considering Material and Geometric Uncertainties." In ASME 2020 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/detc2020-22683.

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Abstract Shape memory alloys are metallic materials with the capability of performing as high energy density actuators driven by temperature control. This paper presents a design framework for shape memory alloy (SMA) axial actuators composed of multiple wire sections connected in series. The various wire sections forming the actuators can have distinct cross-sectional areas and lengths, which can be modulated to adjust the overall thermomechanical response of the actuator. The design framework aims to find the optimal cross-sectional areas and lengths of the wire sections forming the axial ac
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Rhew, Ray. "Strain-Gage Balance Axial Section Design Optimization Using Design of Experiments." In 2005 U.S. Air Force T&E Days. American Institute of Aeronautics and Astronautics, 2005. http://dx.doi.org/10.2514/6.2005-7600.

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Shoji, Hirokazu, Masakatsu Minegishi, and Takahira Aoki. "Channel Section Short Column with Fixed Ends Under Axial Impact Load." In 47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
14th AIAA/ASME/AHS Adaptive Structures Conference
7th. American Institute of Aeronautics and Astronautics, 2006. http://dx.doi.org/10.2514/6.2006-1760.

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Sadeghi, Ehsan, Majid Bahrami, and Ned Djilali. "Estimation of Nusselt Number in Microchannels of Arbitrary Cross-Section With Constant Axial Heat Flux." In ASME 2008 6th International Conference on Nanochannels, Microchannels, and Minichannels. ASMEDC, 2008. http://dx.doi.org/10.1115/icnmm2008-62198.

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In many practical instances such as basic design, parametric study, and optimization analysis of thermal systems, it is often very convenient to have closed form relations to obtain the trends and a reasonable estimate of the Nusselt number. However, finding exact solutions for many practical singly-connected cross-sections, such as trapezoidal microchannels, is complex. In the present study, the square root of cross-sectional area is proposed as the characteristic length scale for Nusselt number. Using analytical solutions of rectangular, elliptical, and triangular ducts, a compact model for
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Reports on the topic "Axial section"

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Ding, Runmin, Shenggang Fan, Yunlong Han, Yang Guo, and Bingbing He. Experiment on Fire Resistance of Axial Compression Rec-section High Strength Steel Columns. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.133.

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Chen. PR-244-9827-R01 Local Buckling and Collapse of Corroded Pipes. Pipeline Research Council International, Inc. (PRCI), 2008. http://dx.doi.org/10.55274/r0011076.

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This project address local buckling (or wrinkling) associated with pipe wall instability in the axial direction when subjected to bending or axial compression. It considered the collapse of the cross-section under circumferential compression due to external pressure.
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Robinson, W. Full-scale evaluation of multi-axial geogrids in road applications. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/43549.

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The U.S. Army Engineer Research and Development Center (ERDC) constructed a full-scale unsurfaced test section to evaluate the performance of two prototype geogrids, referred to as NX950 and NX750, in road applications. The test section consisted of a 10-in.-thick crushed aggregate surface layer placed over a very weak 2 California Bearing Ratio (CBR) clay subgrade. Simulated truck traffic was applied using one of ERDC’s specially designed load carts outfitted with a single-axle dual wheel truck gear. Rutting performance and instrumentation response data were monitored at multiple traffic inte
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Vorjohann, Felix, and Reinhard Schiffers. Analysis of spiral mandrel dies with novel channel geometries to draw conclusions on the purging time of the melt using CFD. Universidad de los Andes, 2024. https://doi.org/10.51573/andes.pps39.gs.ex.1.

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Spiral mandrel dies are deeply integrated into the extrusion process and are the predominant die type for manufacturing products with a ring-shaped cross-section, e.g. blown film. The geometry of the axial spiral mandrel die is characterized by a spiral mandrel with one or more feed holes that merge into the spiral channels. The spiral channels themselves are embedded in the mandrel and have a characteristic u-shape in cross-section, which is dictated by the milling head used during manufacturing. In the past, numerous geometric parameters of the conventional axial spiral mandrel distributor h
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Guo, Yan-Lin, Meng-Zheng Wang, Jing-Shen Zhu, and Xiao Yang. LOAD-BEARING CAPACITY OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS WITH T-SECTION UNDER COMBINED AXIAL COMPRESSION AND BENDING MOMENT. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.076.

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Jia, Dan, Yong-Yi Wang, Dave Warman, and Alex Wang. PR350-224502-R02 Managing Longitudinal Stresses from Uneven Support and Settlement. Pipeline Research Council International, Inc. (PRCI), 2025. https://doi.org/10.55274/r0000107.

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High longitudinal stresses in pipelines can be a major contributor to failures of girth welds and circumferentially oriented flaws. These high stresses are frequently associated with construction and maintenance activities, such as excavation and backfill in new construction, pipe replacement, and integrity digs. There are currently no industry-wide guidelines for the management of construction- and maintenance-related stresses. The objective of this project is to develop such guidelines by extracting and streamlining the best practices from pipeline operators and other sources. Evidence colle
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Crowley. L51778 Fiber Optic Strain Monitoring of Pipelines. Pipeline Research Council International, Inc. (PRCI), 2000. http://dx.doi.org/10.55274/r0010621.

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�The objective of this project was to demonstrate the feasibility of using fiber optic Bragg grating sensors (BGS) to measure axial and bending strain in pipes. Work was performed by McDermott Technology Inc. (MTI) and included BGS design and procurement. In addition to the pipe strain testing, a number of other evaluations were performed. Several methods were evaluated to protect and encapsulate the BGS, which are embedded inside an optical fiber, and strain transfer tests were performed on two of the encapsulation approaches. A high strain bending test to failure was performed on one BGS. A
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Weeks and Dash Weeks. L52336 Weld Design Testing and Assessment Procedures for High-strength Pipelines Curved Wide Plate Tests. Pipeline Research Council International, Inc. (PRCI), 2011. http://dx.doi.org/10.55274/r0010452.

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A variety of mechanical property tests are performed in the design, construction and maintenance phase of a pipeline. Most of the tests are performed by use of small-scale specimens with size typically in the range of a few inches to tens of inches (1 in = 25.4 mm). There are numerous test labs capable of performing most small-scale tests. These tests can be performed effectively under a variety of conditions, e.g., test temperature, strain rate, and loading configuration. More importantly, most routine small-scale tests are performed in accordance with national and international standards, en
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Honegger. L51990 Extended Model for Pipe Soil Interaction. Pipeline Research Council International, Inc. (PRCI), 2003. http://dx.doi.org/10.55274/r0010152.

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This program contributes to maintaining and improving the integrity and safety of existing pipelines with regard to ground movement hazards, and reducing the capital costs of new pipeline systems. The research program focused on the axial, lateral and complex loading of pipeline due to soil movements. It includes (1) a literature review: it presents significant issues related to modeling pipe-soil interaction with a focus to recent development since ASCE (1984); (2) axial loading: it includes a summary of the methods to estimate the axial soil forces on pipeline and recent field measurements o
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Nakazawa, Yoshiaki, Kenji Tamura, Michitaka Yoshida, Katsutoshi Takagi, and Mitsutoshi Kano. Development of CR-BOX With Excellent Capability for Energy Absorption (First Report)~Effect of Cross-Sectional Shape on Axial Collapse Deformation. SAE International, 2005. http://dx.doi.org/10.4271/2005-08-0125.

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