Academic literature on the topic 'Tensile test'

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Journal articles on the topic "Tensile test"

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Petch, N. J., and R. W. Armstrong. "The tensile test." Acta Metallurgica et Materialia 38, no. 12 (1990): 2695–700. http://dx.doi.org/10.1016/0956-7151(90)90283-m.

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Liao, Wen-Cheng, Po-Shao Chen, Chung-Wen Hung, and Suyash Kishor Wagh. "An Innovative Test Method for Tensile Strength of Concrete by Applying the Strut-and-Tie Methodology." Materials 13, no. 12 (2020): 2776. http://dx.doi.org/10.3390/ma13122776.

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Tensile strength is one of the important mechanical properties of concrete, but it is difficult to measure accurately due to the brittle nature of concrete in tension. The three widely used test methods for measuring the tensile strength of concrete each have their shortcomings: the direct tension test equipment is not easy to set up, particularly for alignment, and there are no standard test specifications; the tensile strengths obtained from the test method of splitting tensile strength (American Society for Testing and Materials, ASTM C496) and that of flexural strength of concrete (ASTM C7
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Závacký, Martin. "A COMPARISON OF TESTING METHODS FOR DETERMINATION OF SPRAYED CONCRETE TENSILE STRENGTH." Acta Polytechnica CTU Proceedings 23 (July 30, 2019): 54–57. http://dx.doi.org/10.14311/app.2019.23.0054.

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Sprayed concrete is important construction material in tunnelling. Primary lining is essential in NATM where the sprayed concrete can be loaded by tension due to bending moments. The tension is common reason of failure because concrete has a relatively low tensile strength. The tensile strength is usually determined by splitting tensile test in laboratory. However, the results can be distorted because the specimen is not loaded by pure tension in this case. The paper compares results of concrete tensile strength determined by two methods: indirect by the splitting tensile test and direct by th
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Hong, Zhipeng, Mingming He, Mingchen Ding, et al. "A Direct Measurement Method for the Uniaxial Tensile Strength of Rock." Buildings 14, no. 12 (2024): 3903. https://doi.org/10.3390/buildings14123903.

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A universally applicable direct tension test method is proposed in this paper based on the concept of “compression-to-tension”. Using this method, one or two typical rocks were selected for each of the three types of rocks. The testing results of the direct tension method proposed were compared with the internationally recommended Brazilian splitting method to validate the feasibility of the direct tension method. Results showed that the tensile strengths of six typical rocks were consistent using the direct tensile test method proposed in this study and the Brazilian splitting method recommen
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Malý, Pavel, František Lopot, Vojtěch Dynybyl, and Jiří Sojka. "Clinched Joint Tensile Test." Applied Mechanics and Materials 827 (February 2016): 23–26. http://dx.doi.org/10.4028/www.scientific.net/amm.827.23.

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This paper describes the experimental shear test of clinched connection of two sheet metal plates. The force-displacement characteristic was obtained using the set of six testing specimens. Also the properties of the clinched joint were identified and were used in the following work including simulation methods and calculations.
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Awan, Herdi, Caterina Niken DWSBU, and Sasana Putra. "Pengaruh Serat Kulit Kayu Gelam Terhadap Kuat Tarik Lentur Beton Menggunakan Semen OPC." Jurnal Rekayasa Sipil dan Desain 8, no. 2 (2021): 385–94. https://doi.org/10.23960/jrsdd.v8i2.1356.

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The load from vehicles received by rigid pavement is characterized as dynamic load that move and change quantitively, so the r2eaction accepted by rigid pavement is the combination of compressive and tensile strength. In the reaserch, as the effort to know the effect of flexural and split tensile strength on normal quality concrete with 0%, 0,4%, 0,6% and 0,8%. The samples of flexural tensile strength testimonial use 60 cm x 15cm x 15 cm beam and the sampes of split tensile and compressive strength test use 15 cm x 30 cm cylinder. As the result, the concrete sample with 0,4% of volume fraction
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Praneeth, H. R. "EXPERIMENTAL INVESTIGATION ON E-GLASS FIBER, FLY-ASH AND EPOXY RESIN." IJIERT - International Journal of Innovations in Engineering Research and Technology 3, no. 5 (2016): 45–54. https://doi.org/10.5281/zenodo.1463760.

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<strong>With structural properties by nature composite materials have found useful in electrical,thermal,tri - biological,and environmental applications. A composite material is nothing but the combination of the different material which is distinct in nature with recognizable interface. It incorporates of reinforcing stiffer phase and the matrix phase. The composite material is superior to either constituent material alone as it consists of perfect balance s of structural properties of material included. Main reason having a phase stiffer and stronger than the continuous matrix phase is nothi
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Man, Ke, Zhifei Song, and Xiaoli Liu. "Dynamic Tensile Test of Granite and Its Tensile Sensitivity." Advances in Civil Engineering 2020 (October 22, 2020): 1–9. http://dx.doi.org/10.1155/2020/8837865.

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Through the dynamic splitting tensile test under various loading rates, different mechanical parameters have been analyzed; not only the dynamic peak stress but also the dynamic peak strain has a good linear relationship with the strain rate. The tensile sensitivity obtained from the dynamic tensile test increases with strain rate gradually, and it shows a nearly linear relation, which fully indicates that the granite specimen is a strain rate sensitive material. Moreover, with the numerical simulation, the damage area of the specimen is consistent with the actual failure mode of the specimen.
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Elfmark, Jiří, and Petr Staněk. "Analysis of tensile test beyond the ultimate tensile strength." Journal of Materials Processing Technology 34, no. 1-4 (1992): 211–17. http://dx.doi.org/10.1016/0924-0136(92)90109-6.

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Kuroda, Masatoshi, Shinsuke Yamanaka, Daigo Setoyama, et al. "Tensile test of hydrided Zircaloy." Journal of Alloys and Compounds 330-332 (January 2002): 404–7. http://dx.doi.org/10.1016/s0925-8388(01)01493-1.

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Dissertations / Theses on the topic "Tensile test"

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Yin, Penghai. "Tensile Strength of Unsaturated Soils." Thesis, Université d'Ottawa / University of Ottawa, 2021. http://hdl.handle.net/10393/41841.

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Desiccation-induced soil cracking is of significant interest in several engineering disciplines, which include geotechnical and geoenvironmental engineering, mining engineering, and agriculture engineering. The hydraulic, mechanical, thermal and other physico-chemical properties of unsaturated soils can be predominantly influenced due to cracks. Reliable information of these properties is required for the rational design and maintenance of earth structures taking account of the influence the soil-atmosphere interactions (e.g., for expansive soil slopes, earth dams, and embankments). In spite o
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Berry, Carolyn. "DESIGN AND DEVELOPMENT OF TWO TEST FIXTURES TO TEST THE LONGITUDINAL AND TRANSVERSE TENSILE PROPERTIES OF SMALL DIAMETER TUBULAR POLYMERS." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/494.

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Hundreds of thousands of vascular bypass grafts are implanted in the United States every year, but there has yet to be an ideal graft material to substitute for one’s own autologous vessel. Many synthetic materials have been shown to be successful vessel replacements; however, none have been proven to exhibit the same mechanical properties as native vessels, one of the most important criteria in selecting a vascular graft material. Part of this issue is due to the fact that, currently, there is no “gold standard” for testing the longitudinal and transverse tensile properties of small diamete
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Saha, Ujjal kumar, and Adis Avdic. "Simulating a tensile test of a carbon fiber composite test specimen in ABAQUS." Thesis, Högskolan i Skövde, Institutionen för teknik och samhälle, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-5173.

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This work aims at providing a numerical tool for the efficient design of the multidirectional carbon fiber reinforced composite material by means of finite element simulations. Abaqus/ CAE v 6.9-1 software has been used to establish a 3D model for simulation of the tensile test on the composite specimen. The aim of this analysis of multidirectional carbon fiber reinforced composite is to predict the strain and stress distribution in different plies through thickness. Tensile test experiment was carried out and the result was analyzed by ARAMIS to calculate the young’s modulus, stress, loads an
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Gao, Yufei. "Model of Heat Generation Effects During Uniaxial Tensile Test." The Ohio State University, 1985. http://rave.ohiolink.edu/etdc/view?acc_num=osu1391590277.

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Lin, Muh-Ren. "Experimental Investigation of Temperature Effect on Uniaxial Tensile Test." The Ohio State University, 1986. http://rave.ohiolink.edu/etdc/view?acc_num=osu1392371542.

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Lin, Muh-ren. "Experimental investigation of temperature effect on uniaxial tensile test /." The Ohio State University, 1986. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487266011224679.

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Stehn, Lars. "Tensile fracture of ice : test methods and fracture mechanics analysis." Doctoral thesis, Luleå tekniska universitet, Byggkonstruktion och -produktion, 1993. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-18394.

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This thesis is concerned with several aspects of fracture of both brackish (low salinity) sea ice and freshwater ice. The tests and analyses are confined to tensile, or in fracture mechanics language, Mode I, fracture. A large part of this thesis is dedicated to demonstrate that Linear Elastic Fracture Mechanics (LEFM) can be applicable on ice by laboratory and in-situ tests of defined specimens. All interpretations are made using the dicipline of LEFM.First, the development of a field test equipment called FIFT ( a Field Instrument for Fracture toughness Tests on ice) is described. The FIFT i
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Claesson, Filip. "Analysis of length effect dependencies in tensile test for paperboard." Thesis, Luleå tekniska universitet, Institutionen för teknikvetenskap och matematik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-80410.

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Paperboard combined with polymer and aluminium films are widely used in food packages. Paperboard is used for the bulk of the package material, and provides the stiffness. Paperboard is a highly anisotropic material, which is affected by how the fibers are orientated. Most fibers are aligned in the machine direction (MD), which is the stiffest direction, perpendicular is the cross-machine direction (CD) where fewer fibers are aligned, and the thickness direction (ZD) which is considerably weaker than in the MD and CD directions. Continuum models are used to describe the material properties to
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Nakao, S., T. Ando, L. Chen, M. Mehregany, K. Sato, and 一雄 佐藤. "Mechanical characterization of SiC film at high temperatures by tensile test." IEEE, 2008. http://hdl.handle.net/2237/11140.

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Kakumani, Akul. "Design of a Tensile Tester to Test an Ant Neck Joint." The Ohio State University, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1500559241684226.

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Books on the topic "Tensile test"

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Harrington, M. The torque test: A proposed new test to establish the tensile strength of concrete. Queen Mary and Westfield College, 1998.

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Center, Langley Research, ed. Test methods for textile composites. National Aeronautics and Space Administration, Langley Research Center, 1994.

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Center, Langley Research, ed. Fracture test results for 0.5, 0.7 and 0.9 inch thick 2324-T39 aluminum alloy material. National Aeronautics and Science Administration, Langley Research Center, 2001.

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Christensen, Donald W. Evaluation of indirect tensile test (IDT) procedures for low-temperature performance of hot mix asphalt. Transportation Research Board, 2004.

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Standards Association of Australia. Committee BD/42, Methods of Testing Concrete. Methods of testing concrete: Method for making and curing concrete - compression and indirect tensile test specimens. 3rd ed. Standards Australia, 1985.

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Murch, M. G. A study of the applicability of the tensile weld test for the thick walled polyethylene pipe. TWI, 1995.

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1935-, Adams Donald Frederick, and United States. National Aeronautics and Space Administration., eds. Static tensile and tensile creep testing of five ceramic fibers at elevated temperatures. National Aeronautics and Space Administration, Ames Research Center, 1989.

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Schindler, Paul. Optical fiber sensors for damage analysis in aerospace materials: Final report. National Aeronautics and Space Administration, 1995.

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F, Adams Donald, Zimmerman Richard S, and Ames Research Center, eds. Static tensile and tensile creep testing of four boron nitride coated ceramic fibers at elevated temperatures: Final report. NASA Ames Research Center, 1989.

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United States. National Aeronautics and Space Administration., ed. Rhenium material properties. National Aeronautics and Space Administration, 1995.

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Book chapters on the topic "Tensile test"

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Gooch, Jan W. "Tensile Test." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11637.

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Gooch, Jan W. "Tensile-Impact Test." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11625.

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Weik, Martin H. "tensile load test." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_19344.

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Emmens, Wilko C. "The Tensile Test." In Formability. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-21904-7_4.

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Feistle, Martin, Michael Krinninger, Isabella Pätzold, and Wolfram Volk. "Edge-Fracture-Tensile-Test." In 60 Excellent Inventions in Metal Forming. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-46312-3_30.

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Lemm, W. "Test for Tensile Stress." In Test Procedures for the Blood Compatibility of Biomaterials. Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-011-1640-4_6.

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Bierögel, C., and W. Grellmann. "Quasi-static tensile test - introduction." In Polymer Solids and Polymer Melts–Mechanical and Thermomechanical Properties of Polymers. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-55166-6_15.

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Bierögel, C., and W. Grellmann. "Quasi-static tensile test – application." In Polymer Solids and Polymer Melts–Mechanical and Thermomechanical Properties of Polymers. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-55166-6_19.

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Gromada, Magdalena, Gennady Mishuris, and Andreas Öchsner. "Characterisation of the Tensile Test." In SpringerBriefs in Applied Sciences and Technology. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-22134-7_1.

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Bierögel, C., and W. Grellmann. "Quasi-static tensile test – tensile properties of thermoplastics - data." In Polymer Solids and Polymer Melts–Mechanical and Thermomechanical Properties of Polymers. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-55166-6_16.

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Conference papers on the topic "Tensile test"

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Corbett, William D. "Tensile Adhesion: Specifying the Test? Specify the Test Instrument!" In SSPC 2001. SSPC, 2001. https://doi.org/10.5006/s2001-00007.

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Abstract Tensile adhesion testing has become a more common requirement for industrial coatings. This paper explores the relative differences in adhesion values generated by four devices on five coating systems.
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Bosch, C., E. Wanzenberg, A. Kulgemeyer, J. Leyer, B. Orlans-Joliet, and C. Linne. "Improved Understanding of Test Variables in the NACE Tensile Test." In CORROSION 2009. NACE International, 2009. https://doi.org/10.5006/c2009-09096.

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Abstract A test lab working for a seamless pipe manufacturer launched a research program to improve the knowledge on NACE TM0177 Method A test variability when proof-rings are used. This paper reviews the loading principles of the proof-ring arrangements. Calculated stress values including stress release over the 720 hours test duration and as-measured values are compared in order to improve the knowledge on loading method and measurement of the actual stress and the stress distribution within the tensile specimen when exposed in the H2S environment. Additional influencing factors such as spec
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Hinds, Gareth, James Hesketh, and Alan Turnbull. "Sour Testing of Corrosion Resistant Alloys: Comparison of Four-point Bend and Uniaxial Tensile Test Methods." In CORROSION 2018. NACE International, 2018. https://doi.org/10.5006/c2018-11173.

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Abstract In order to resolve reported discrepancies between the results of four-point bend tests and uniaxial constant load tests on UNS S31603 in sour environments, a series of systematic tests has been conducted to compare the two test methodologies under carefully controlled conditions. It was demonstrated conclusively that tests performed in uniaxial tension at constant load are inherently more severe than tests performed in constant displacement four-point bending due to the presence of low-temperature creep in the former. The enhanced susceptibility to stress corrosion cracking is attrib
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Zhongkai, Xu, Ma Hongfeng, Liu Zongyu, Zhou Chunzhi, and Han Lei. "Study on Cyclic Loading Tensile Test of Aluminum Conductor Steel Reinforced." In 2024 International Conference on Sensing, Measurement & Data Analytics in the era of Artificial Intelligence (ICSMD). IEEE, 2024. https://doi.org/10.1109/icsmd64214.2024.10920494.

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Miyazato, Shinichi. "Analytical study on tensile test of CFRTP rods with anchoring devices." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2647.

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&lt;p&gt;In this investigation, the behavior of a newly developed CFRTP rod was studied. For this, tensile experiments were conducted utilizing 200 mm and 300 mm steel pipes. From these tests, it was found that the rod behavior was linear regardless of failure mode. A simple finite element method (FEM) model was able to be calibrated to perform a parametric analysis. The results found that a 400 mm steel tube length was necessary for the new CFRTP rod to achieve its tensile capacity.&lt;/p&gt;
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Sadeq, Hajar, Abdelkader Nasser, Abdelhamid Kerkour El Miad, and Najib Amar. "Optimizing Specimen Geometry for Improved Splitting Tensile Test Performance: A Numerical Investigation." In 2024 International Conference on Circuit, Systems and Communication (ICCSC). IEEE, 2024. http://dx.doi.org/10.1109/iccsc62074.2024.10616925.

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Libre, Jr., Roneh Glenn D., Jason Maximino C. Ongpeng, and Julius Leaño Jr. "Mechanical Performance of Treated (Bamboo) Fiber Textile Using Wide-width Tensile Test." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2397.

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&lt;p&gt;Textile fiber reinforcement made of natural fibers provides a more environment-friendly approach by lowering the overall carbon footprint of construction. Bamboo Fiber Textiles (BFT) extracted from scrap &lt;i&gt;Bambusa blumeana &lt;/i&gt;(Bamboo) poles using 5 % Sodium Hydroxide solution and treated with 10% Aluminium Sulfate solution were used to twine cordages and plain textile grids. Bamboo cordages were subjected to direct tensile tests to determine the tenacity while plain grids with 20 mm spacing were subjected to tensile tests as described by ASTM D4595 or the Standard Test M
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Renić, Tvrtko, and Tomislav Kišiček. "Direct tensile strength test of concrete." In 4th Symposium on Doctoral Studies in Civil Engineering. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/phdsym.2018.09.

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Biswas, Aadi, Van W. Wong, B.S, Albert C. Chen, Ph.D, and Robert L. Sah, M.D., Sc.D. "Biaxial Tensile Test System: Articular Cartilage Properties in Biaxial vs. Uniaxial Tension." In 11th Annual International Conference on Industrial Engineering and Operations Management. IEOM Society International, 2021. http://dx.doi.org/10.46254/an11.20211145.

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Wang, Yucang, Fernando Alonso-Marroquín, Masami Nakagawa, and Stefan Luding. "Calibration of DEM simulation: Unconfined Compressive Test and Brazilian Tensile Test." In POWDERS AND GRAINS 2009: PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON MICROMECHANICS OF GRANULAR MEDIA. AIP, 2009. http://dx.doi.org/10.1063/1.3179944.

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Reports on the topic "Tensile test"

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Jia, Dan, Yong-Yi Wang, Banglin Liu, Jiawei Wang, and Xiaotong Chen. PR350-214509-R01 Test Options for Enhanced Welding Procedure Qualification. Pipeline Research Council International, Inc. (PRCI), 2025. https://doi.org/10.55274/r0000141.

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There have been a number of notable girth weld failures in newly constructed pipelines in North America, Asia, and South America. The primary contributors to the North America incidents have been identified as (1) weld strength undermatching, (2) heat-affected zone softening, and (3) elevated stress-strain in the affected girth welds. This project is a continuation of previous PRCI supported work and JIP with a particular focus on addressing the first two contributors through enhanced girth welding procedure qualification. Three test options for enhanced welding procedure qualification are pro
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N. Conceptual Design Report for the NGNP Tensile Test Vehicle. Office of Scientific and Technical Information (OSTI), 2006. http://dx.doi.org/10.2172/911730.

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Lovell, Alexis, Garrett Hoch, Christopher Donnelly, Jordan Hodge, Robert Haehnel, and Emily Asenath-Smith. Shear and tensile delamination of ice from surfaces : The Ice Adhesion Peel Test (IAPT). Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41781.

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For decades, researchers have sought to understand the adhesion of ice to surfaces so that low-cost ice mitigation strategies can be developed. Presently, the field of ice adhesion is still without formal standards for performing ice adhesion tests. The U.S. Army Corps Engineers’ Research and Development Center’s Cold Regions Research and Engineering Laboratory (ERDC-CRREL) has a longstanding history as an independent third party for ice adhesion testing services. Most notably, CRREL’s Zero-Degree Cone Test (ZDCT) has been an industry favorite for more than 30 years. Despite its wide acceptanc
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Francini and Quade. PR-218-08702-R01 Additional Validation the Remaining Strength of Corroded Casing to Additional Cases. Pipeline Research Council International, Inc. (PRCI), 2010. http://dx.doi.org/10.55274/r0010715.

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This project is a follow up to the project titled "Effects of Tensile Loading on Remaining Strength of Corroded Casing." The objective is to test additional samples of corroded casing that will fail at typical storage well operating pressures and transfer the developed technology to MFL vendors for use in storage fields. A test matrix of 13 specimens was developed and tested. The test specimens consisted of natural corrosion and machined defects. Prior to testing: � the specimen material was characterized with tensile, Charpy V-notch, hardness, and chemical tests and � the test specimens were
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Gubbi, A. N., A. F. Rowcliffe, W. S. Eatherly, and L. T. Gibson. Effects of strain rate, test temperature and test environment on tensile properties of vandium alloys. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/414856.

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Struble, L., and N. Waters. Tensile test to measure adhesion between old and new cement paste. National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nbs.ir.87-3685.

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Badcock, C. D., and R. Madhavan. PR-106-521-R02 Pipe Collapse under Combined Axial Tension and External Pressure. Pipeline Research Council International, Inc. (PRCI), 1987. http://dx.doi.org/10.55274/r0011756.

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This report documents the work accomplished during the course of a three year period. The main objective of this study was to investigate the collapse of thick-walled tubes under combined axial tension and pressure. A combined analytic and experimental approach was adopted. The D/t range of interest was 10-40. A number of collapse tests were conducted using small diameter tubing. Careful measurements of geometrical and material parameters were carried out before each collapse test. Tension-pressure collapse envelopes were obtained for tubes of different D/t. Collapse tests involving different
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Quintana and Gianetto. L52343 Background of All-Weld Metal Tensile Test Protocol Procedures for High Strength Pipelines. Pipeline Research Council International, Inc. (PRCI), 2011. http://dx.doi.org/10.55274/r0010444.

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This work was undertaken for the purpose of improving the reliability of strength measurements for the specific case of narrow gap pipe girth welds. The investigation was part of a major consolidated program of research sponsored by DOT-PHMSA and PRCI to advance weld design, establish weld testing procedures and assessment methodologies, and develop optimized welding solutions for joining high strength steel pipe. Development of an all-weld metal tensile test protocol for high strength steel pipe applications. The focus is on test method evolution as researchers sought improvements in measurem
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Park. L52339 Small Scale Low Constraint Fracture Toughness Test Results for High Strength Pipelines. Pipeline Research Council International, Inc. (PRCI), 2011. http://dx.doi.org/10.55274/r0010460.

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Abstract:
This is the fifth report of a series of seven reports detailing the small-scale mechanical testing performed on the trial welds in this consolidated program. An outline of the reporting flow is given in the Introduction to the Summary of Mechanical Properties report 277-T-08. The present report contains the results of application of the low-constraint tensile toughness test, supplemented with results of shallow-notch bend tests, to the three series of welds in the consolidated program, including tests on base metal, weld metal, and HAZ.
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10

Haggag. L52280 In-Situ Measurement of Pipeline Mechanical Properties Using Stress-Strain Microprobe - Validation. Pipeline Research Council International, Inc. (PRCI), 2007. http://dx.doi.org/10.55274/r0010668.

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Abstract:
Most pipeline companies operate infrastructure that spans a wide range of vintages including pipelines that were built in 1950s to the 2000s. Some of the pipelines have changed hands, and in many cases, more than once, resulting in a loss of the operating history and of pertinent pipeline data relating to the grade or mechanical properties. In the case of pipelines of unknown grades, PHMSA (OPS/DOT) stipulates the assumption of a 24 ksi yield strength, regardless of its construction. OPS also allows the establishment of the Specified Minimum Yield Strength (SMYS) of the pipeline by verifying i
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