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Relevant bibliographies by topics / High strength Testing

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Academic literature on the topic 'High strength Testing'

Author: Grafiati

Published: 10 December 2022

Last updated: 31 July 2025

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Journal articles on the topic "High strength Testing"

1

Price, W. F., and J. P. Hynes. "In-situ strength testing of high strength concrete." Magazine of Concrete Research 48, no. 176 (1996): 189–97. http://dx.doi.org/10.1680/macr.1996.48.176.189.

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Mikaelian, Karnig O. "Testing diamond strength at high pressure." Diamond and Related Materials 20, no. 10 (2011): 1340–43. http://dx.doi.org/10.1016/j.diamond.2011.09.005.

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Johnson, Claude D., and S. Ali Mirza. "Confined capping system for compressive strength testing of high performance concrete cylinders." Canadian Journal of Civil Engineering 22, no. 3 (1995): 617–20. http://dx.doi.org/10.1139/l95-070.

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This paper presents a simple, inexpensive confined cap testing method which can be employed in the compressive strength testing of high performance concrete cylinders. An inexpensive customized cylinder capping apparatus and standard concrete laboratory testing equipment are employed. The paper describes the capping apparatus, capping and testing procedures, as well as test results for concrete compressive strengths up to and exceeding 100 MPa. Key words: capping, capping confinement, compressive strength, cylinders, end condition, grinding, high-strength concrete, specimen size, testing.

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Verma, Krishna K., and Fred R. Beckmann. "High-Strength Bolts for Bridges." Engineering Journal 29, no. 1 (1992): 4–11. http://dx.doi.org/10.62913/engj.v29i1.585.

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The use of substandard and mismatched bolts continues to be a major concern to bridge owners in the United States. Based on FHWA-sponsored research at the University of Texas, supplemental specifications were developed and issued modifying fastener manufacturing, testing, and installation procedures. Nearly all bridge bolts are designed for dynamic loading. They are designed to resist either tension forces and/or shear forces. Fatigue concerns govern bolts designed for cyclic tension forces. Cyclic shear forces require slip critical connections. Both loading conditions require bolts to be inst

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Hooton, RD, M. Sonebi, and KH Khayat. "Testing Abrasion Resistance of High-Strength Concrete." Cement, Concrete and Aggregates 23, no. 1 (2001): 34. http://dx.doi.org/10.1520/cca10523j.

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Richardson, Gregory N., and John A. Bove. "Testing and monitoring of high strength geosynthetics." Geotextiles and Geomembranes 6, no. 1-3 (1987): 157–72. http://dx.doi.org/10.1016/0266-1144(87)90063-x.

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Affolter, Christian, Ulrich Müller, Christian Leinenbach, and Bernhard Weisse. "Compressive Testing of Ductile High-Strength Alloys." Journal of Testing and Evaluation 43, no. 6 (2015): 20140301. http://dx.doi.org/10.1520/jte20140301.

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Mentl, Vaclav, and Josef Bystricky. "Compression Tests of High Strength Steels." Advanced Materials Research 59 (December 2008): 293–98. http://dx.doi.org/10.4028/www.scientific.net/amr.59.293.

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Mathematical modelling and virtual testing of components and structures represent a useful and economic tool for design and safety assessment. The basic mechanical properties which can be found in material standards are not relevant in cases where the real service conditions differ from those applied during standardised testing. Thus e.g. mechanical behaviour at higher strain rates can be interesting for the car components when the simulation of crash situations is used during structure development. The dynamic compression tests are usually performed by means of drop towers, by means of high s

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Sovová, Kateřina, Karel Mikulica, Adam Hubáček, and Karel Dvořák. "Behavior of High Strength Concrete at High Temperatures." Solid State Phenomena 276 (June 2018): 259–64. http://dx.doi.org/10.4028/www.scientific.net/ssp.276.259.

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Concrete is considered as a non-combustible building material. However, at High-Performance Concrete (HPC) is due to its dense structure more likely to occur in explosive spalling. This results in lost of load bearing capacity function of concrete. This paper deals with design, production and testing of the cement-based concrete with the use of different fibers (polypropylene fibers and cellulose fibers). It also assesses the influence of high temperature on strength, visual changes of specimens, changes of surface and degradation of testing specimens due to heat loads according to normative h

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Selverian, J. H., D. A. O’Neil, and S. Kang. "Performance Testing and Strength Prediction of Ceramic-to-Metal Joints." Journal of Engineering for Gas Turbines and Power 116, no. 3 (1994): 622–28. http://dx.doi.org/10.1115/1.2906865.

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Brazed joints were made between silicon nitride and Ni-based and Fe-based super alloys. Room temperature shear (torsion) strengths ranged from 75-242 MPa for Si3N4-to-Incoloy 909 joints and from 30-127 MPa for the Si3N4-to-Inconel 718 joints. At 500°C the joint strength was 120 MPa while at 650°C and 950°C the joint strengths were less than 20 MPa. These low strengths at 650°C and 950°C were attributed to a reduction in the shrink-fit and to low braze strength at these high temperatures. Finite element analysis (FEA) and a probabilistic failure theory (CARES) were used to predict the joint str

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Dissertations / Theses on the topic "High strength Testing"

1

Mitchell, Andrew Douglass. "Shear friction behavior of high-strength concrete." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19274.

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Roenker, Andrew T. "Testing of Torque-and-Angle High Strength Fasteners." University of Cincinnati / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1490701582262578.

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Ye, Jianjun. "Compression strength of unstiffened elements in cold-reduced high strength steel." Thesis, The University of Sydney, 2005. https://hdl.handle.net/2123/27906.

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Compression strength of unstiffened elements in cold—reduced high strength steel G550 and G450 steel to Australian Standard AS 1397-1993 are investigated experimentally and theoretically in this thesis. The thesis describes two series of tests. The first one is material property tests performed on tension and compression coupons cut from high strength steel sheet in 0.6 mm or 1.0 mm thickness with nominal yield stress of 550 MPa and 1.5 mm thickness with nominal yield stress of 450 MPa. The second is compression tests performed on stub angles cut from high strength steel sheet in 0.6

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Yosefani, Anas. "Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete." PDXScholar, 2018. https://pdxscholar.library.pdx.edu/open_access_etds/4402.

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Utilizing the higher capacity steel in design can provide additional advantages to the concrete construction industry including a reduction of congestion, improved concrete placement, reduction in the required reinforcement and cross sections which would lead to savings in materials, shipping, and placement costs. Using high-strength reinforcement is expected to impact the design provisions of ACI 318 code and other related codes. The Applied Technology Council (ATC-115) report "Roadmap for the Use of High-Strength Reinforcement in Reinforced Concrete Design" has identified key design issues t

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Dabbagh, Hooshang Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Strength and ductility of high-strength concrete shear walls under reversed cyclic loading." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/27467.

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This study concerns the strength and behaviour of low-rise shear walls made from high-strength concrete under reversed cyclic loading. The response of such walls is often strongly governed by the shear effects leading to the shear induced or brittle failure. The brittle nature of high-strength concrete poses further difficulties in obtaining ductile response from shear walls. An experimental program consisting of six high-strength concrete shear walls was carried out. Specimens were tested under inplane axial load and reversed cyclic displacements with the test parameters investigated being lo

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Zaina, Mazen Said Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Strength and ductility of fibre reinforced high strength concrete columns." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/22054.

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The main structural objectives in column design are strength and ductility. For higher strength concretes these design objectives are offset by generally poor concrete ductility and early spalling of the concrete cover. When fibres are added to the concrete the post peak characteristics are enhanced, both in tension and in compression. Most of the available experimental data, on fibre reinforced concrete and fibre reinforced high strength concrete columns, suggest that an improvement in both ductility and load carrying capacity due to the inclusion of the fibres. In this thesis the ductility

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Tantbirojn, Natee. "Fatigue testing of weldable high strength steels under simulated service conditions." Thesis, University College London (University of London), 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.399077.

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Meyer, Karl F. "Transfer and development length of 06-inch diameter prestressing strand in high strength lightweight concrete." Diss., Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/20727.

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Chen, Ju, and 陳駒. "Behaviour of high strength steel columns at elevated temperatures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2007. http://hub.hku.hk/bib/B37936554.

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Islam, Md Shahidul. "Shear capacity and flexural ductility of reinforced high- and normal-strength concrete beams." Thesis, Hong Kong : University of Hong Kong, 1996. http://sunzi.lib.hku.hk/hkuto/record.jsp?B1766536X.

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Books on the topic "High strength Testing"

1

Ritter, J. C. Explosion bulge testing of Australian HY-80 steel plate. Materials Research Laboratories, 1985.

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Graybeal, Benjamin A. Material property characterization of ultra-high performance concrete. Federal Highway Administration, Office of Research, Development and Technology, Turner-Fairbank Highway Research Center, 2006.

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Vares, Sirje. Fibre-reinforced high-strength concrete. Technical Research Centre of Finland, 1993.

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Ibrahim, Hisham H. H. Flexural behavior of high strength concrete columns. Dept. of Civil Engineering, University of Alberta, 1994.

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Philleo, Robert E. Freezing and thawing resistance of high-strength concrete. Transportation Research Board, National Research Council, 1986.

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Wulf, Graham Leslie. Use of ultrasonics to determine the crack size in high strength steel gun. Dept. of Defence, Materials Research Laboratories, 1985.

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Carrasquillo, P. M. Guidelines for use of high strength concrete in Texas highways. Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1986.

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8

Alca, Nedim. Effect of size on flexural behaviour of high-strength concrete beams. Dept. of Civil Engineering, University of Alberta, 1993.

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9

Kulak, Geoffrey L. A field study of fastener tension in high-strength bolts. Dept. of Civil Engineering, University of Alberta, 1992.

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10

Ritter, J. C. Properties of HY-100 steel for naval construction. Dept. of Defence, Materials Research Laboratory, 1988.

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Book chapters on the topic "High strength Testing"

1

Evans, W. J., and M. R. Bache. "Biaxial Fatigue Testing of a High Strength Titanium Alloy." In Fracture of Engineering Materials and Structures. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3650-1_106.

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Zhao, Wen, Yingbiao Wu, Jinjin Shi, and Jinyan Liu. "Properties of Low Strength and High Fluidity Recycled Aggregates." In Infrastructure Sustainability Through New Developments in Material, Design, Construction, Maintenance, and Testing of Pavements. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-79644-0_5.

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Singh, Makhan, Kartikeya Kartikeya, Dhruv Narayan, and Naresh Bhatnagar. "High Strain Rate Tensile Testing of High-Strength Steel Using Split Hopkinson Pressure Bar." In Composite Materials. CRC Press, 2023. http://dx.doi.org/10.1201/9781003352358-9.

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Gulabbhai, Dhruv Parbhoo, Deon Kruger, and Mayur Kishor Hira. "Testing the Performance of Vinyl Ester and Polyester Polymer Concrete Following Exposure to Artificially Induced Climatic Environments." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_55.

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AbstractThe exposure of polymer concrete to artificially designed environmental conditions of high-and low-temperatures, and moisture levels allowed for the assessment of strength performance and aesthetic value. Strength performance indicated the maximum capability of the product to carry a load successfully, whereas the aesthetics assessed the appearance of the product, that can be measured using spectrophotometry. In this study, materials such as water and Portland cement typically used to form traditional concrete were replaced by two polymer resins namely - vinyl ester and polyester, thus

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Wang, Wei-Chien, Shuei-Lien Fang, Tien-Yu Chen, et al. "Factors Affecting the High Early Strength Development and the Methods for Testing High Early Compressive Strength of the Rigid Pavement." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-87379-0_30.

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Wivast, Jennifer, Anette Nyland, Saeed Bozorgmehr Nia, Mahdi Kioumarsi, and Behrouz Shafei. "Developing Eco-friendly Ultra-High-Performance Concrete by Utilizing Recycled Alternatives." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_5.

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AbstractThis research delves into the integration of economically sustainable materials—Portland limestone cement (PLC) and recycled glass powder (GP)—into ultra-high-performance concrete (UHPC) formulations. The emphasis is on mitigating UHPC’s reliance on high-cost, high content of cement, and proprietary additives, which elevate both the expense and environmental impact of infrastructure projects. By evaluating the effects of PLC and GP on the structural performance of UHPC, the study aims to provide affordable, locally sourced, and customizable options. This study investigates the enhancem

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Chorapalli, Jnanendra Vijay Kumar, and Soukat Kumar Das. "Sustainable Method for Determining Shear Strength Parameters by Machine Learning." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_120.

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AbstractThe conventional methods for determining the shear strength parameters of soil, namely cohesion (C) and angle of internal friction (φ), involve time-consuming and expensive machinery. Also, the extraction metal ore processing into metal and machine manufacturing involves a high level of carbon emission. During the operation of these machines a large quantity of electricity is generated in thermal power plants, leading to an indirect increase in the carbon footprint, thus suggesting a need for the adoption of more sustainable practices. This study is aimed at reducing net zero emission

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Tan, Yuxiang, Weizhuo Shi, Bo Li, and Yung-Tsang Chen. "Effects of Superabsorbent Polymers and Natural Zeolite on the Properties and Pore Structure of Ultra-High-Performance Concretes." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_28.

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AbstractUltra-high-performance concrete (UHPC) often faces challenges due to its low water-to-binder ratio. In this case, cement particles will be unable to fully hydrate, resulting in a high degree of initial dimensional instability. As a promising solution, superabsorbent polymers (SAP) and natural zeolite have potential in mitigating shrinkage and achieving self-stressing properties. Despite prior research on strength, shrinkage, and hydration of UHPC, no systematic study has examined the effects of SAP and natural zeolite on porosity and pore structure. To address this gap, a holistic test

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Liu, Junliang, Guangxiu Fang, Jiaxing Lu, and Han Jin. "Study on the New Preparation Method and Properties of Green Self-Compacting Transparent Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_11.

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AbstractThrough reading and integrating a large amount of literature, this paper innovatively proposed a new method of making transparent concrete. On this basis, we added fly ash and slag powder to replace cement according to different volume ratios, and developed four new types of green self-compacting transparent concrete with different mix ratios. By testing the compressive strength, tensile strength, elastic modulus and thermal conductivity of these concrete, found that according to (20%, 20%) added fly ash and slag powder cement instead of new green self-dense light transparent concrete

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Raza, S., S. J. Menegon, H. H. Tsang, and J. L. Wilson. "Experimental Testing Program to Investigate the Collapse Drift Capacity of Limited Ductile High-Strength RC Columns." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7603-0_69.

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Conference papers on the topic "High strength Testing"

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Tinnea, Ryan, Jack Tinnea, Katherine Kuder, et al. "Testing of High-Resistivity Concrete." In CORROSION 2009. NACE International, 2009. https://doi.org/10.5006/c2009-09216.

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Abstract The resistivity of concrete is often used in defining the corrosivity of concrete. This measurement is often performed using variations of the Wenner four-pin test method. This paper discusses the application of the State of Florida Test Method FM 5-578, a variation on the traditional Wenner method that was developed to measure soil resistivity in situ. In work performed on a number of latex-modified rapid setting mortars, which incorporated supplemental cementitious materials (SCM), it was noted that changes in mortar resistivity were related to changes in mortar strength. At early s

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Conder, Robert J., Peter Felton, Ray Burke, and Phil Dent. "Hydrogen Embrittlement Testing of High Strength Low Carbon Martensitic Steels." In CORROSION 2010. NACE International, 2010. https://doi.org/10.5006/c2010-10290.

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Abstract High strength carbon steels are being used as the external reinforcement for a novel composite pipeline. This system combines a thin wall corrosion resistant alloy with the reinforcement to produce a high pressure pipeline which is manufactured on site giving a lower cost alternative to conventional thick-wall pipelines. Despite the widely known susceptibility of high strength ferritic-bainitic carbon steels to hydrogen embrittlement, there is little published data on the hydrogen embrittlement behaviour of martensitic carbon steels. Therefore, a series of tests was performed to estab

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Luo, Chuan, Shuangyu Lyu, Wei Wu, Hongyu Zhang, Dianhui Chu, and Chunming Hu. "Towards High-Strength Combinatorial Interaction Testing for Highly Configurable Software Systems." In 2025 IEEE/ACM 47th International Conference on Software Engineering (ICSE). IEEE, 2025. https://doi.org/10.1109/icse55347.2025.00113.

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Pike, Lee M., Paul E. Manning, and Edward L. Hibner. "Severe Sour Gas Testing of a High Strength, Corrosion Resistant Ni-Cr-Mo Alloy." In CORROSION 2012. NACE International, 2012. https://doi.org/10.5006/c2012-01702.

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Abstract This paper will present the results of a severe sour gas test program on a new high strength, corrosion-resistant alloy for oil and gas applications. This alloy is capable of yield strengths from 160 to 200 ksi (1100 to 1380 MPa) or more through either cold working or cold work + age-hardening. This high strength is achieved while leaving the material with excellent ductility and toughness – far surpassing alloys strengthened through traditional precipitation hardening. Alternatively, the alloy can be produced in the annealed + age-hardened condition, which though providing a somewhat

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Salazar, César A., Rafael Colás, Miguel A. Quiñones, Luis E. Hernández, and Imre Felde. "Characterization of Advanced High-Strength Steels by Mechanical Testing and Fracture Analysis." In IFHTSE 2024. ASM International, 2024. http://dx.doi.org/10.31399/asm.cp.ifhtse2024p0346.

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Abstract The automotive industry has searched for alternatives to reduce the weight of vehicles without neglecting the user’s safety by using new materials. Advanced high-strength steels of complex phases are used in structural applications requiring good performance and reducing the weight of vehicles. However, these steels have shown edge cracking, known as fissure, during processing, which has become a challenge for steelmakers and other companies that rely on them to manufacture structural components. Such defects can be associated with the interaction between the different microstructural

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Raymond Cribb, W. "Sour Service Testing of High Strength TS Temper CuNiSn Alloy (UNS C72900)." In CORROSION 2007. NACE International, 2007. https://doi.org/10.5006/c2007-07100.

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Abstract A modern high strength ternary alloy containing 15Ni-8Sn-Cu has been developed and delivers new combinations of high strength and corrosion resistance. This alloy is in commercial use in aggressive tribological environments and has exhibited excellent performance characteristics. Prior work demonstrated excellent seawater corrosion resistance and reasonable corrosion resistance in NACE Levels I, III and V solutions. The alloy also exhibited SCC resistance in similar solutions. This paper documents the basic SCC and corrosion rate behavior of a new 150 ksi yield strength TS temper in L

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Greer, J. Brison, Graham Elliott, and Robert M. Shivers. "Prototype Sulfide Stress Cracking Testing of High Strength Oil Country Tubular Goods." In CORROSION 1996. NACE International, 1996. https://doi.org/10.5006/c1996-96069.

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Abstract High pressure full size prototype sulfide stress cracking (SSC) tests of C90, C100, and C110 casing were conducted in NACE TM0177 Method A SSC test environment, followed by failure analysis. The NACE TM0177 Method A. SSC test environment was also used to determine smooth tensile sample SSC threshold data for the materials. An alternate environment consisting of 10% H2S and 90% N2 was also used to conduct prototype tests. The Von Mises threshold stress determined from the prototype samples was consistently less than the threshold stress determined by using NACE TM0177 Method A. It is c

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Esaklul, Khlefa A., and John W. Martin. "High Strength Fasteners for Subsea Applications." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04151.

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Abstract Mechanical properties, corrosion resistance and immunity to environmentally assisted cracking are the key elements in selection of fasteners for sub-sea applications. While corrosion resistance and mechanical properties are attainable, finding materials that offer resistance to cracking in seawater service in areas of intense cathodic polarization or in galvanically coupled systems has been a major challenge. High strength low alloy steels have had acceptable performance in cathodically protected systems. Their applications have been limited to maximum yield strength of 140 ksi (965 M

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Meng, John, James Skogsberg, Brian Chambers, Mitsuo Kimura, Russell Kane, and Ken Shimamoto. "Environmentally Assisted Cracking Testing of High Strength 15Cr Steel in Sour Well Environments." In CORROSION 2011. NACE International, 2011. https://doi.org/10.5006/c2011-11100.

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Abstract As a new corrosion resistant alloy (CRA), high strength 15Cr martensitic stainless steel (0.03C-15Cr-6Ni-2Mo-1Cu) offers an OCTG material for the completion of HTHP deep water wells and large bore gas wells, due to a combination of high specified minimum yield strength (SMYS) of 862 MPa (125 ksi) without cold drawing, good notch toughness, and superior CO2 corrosion resistance. This paper describes the test protocol for development of “project-ready” data of 15Cr steel to determine sour service limits in terms of environmentally assisted cracking (EAC) and presents some EAC test resul

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Xie, Jeffrey, Lin Yang, Bob Worthingham, and Fraser King. "Hydrogen Effects on High Strength Pipeline Steels." In CORROSION 2009. NACE International, 2009. https://doi.org/10.5006/c2009-09120.

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Abstract High strength pipeline steels are currently being considered for new construction and line extensions for economic reasons. These steels are designed for high strength and high toughness for fracture resistance. In this investigation, the electrochemical behavior, hydrogen permeation and hydrogen effect on mechanical properties were investigated. The testing was designed to simulate corrosion and hydrogen generation around the high strength steel (X100) under permafrost condition, with the comparison to the regular pipeline steel (X65 steel). Temperature is found to be an important pa

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Reports on the topic "High strength Testing"

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Xu, Tianfu. TOUGHREACT Testing in High Ionic Strength Brine Sandstone Systems. Office of Scientific and Technical Information (OSTI), 2008. http://dx.doi.org/10.2172/941168.

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Lagergren, Eric S. Effects of testing variables on the measured compressive strength of high-strength (90 MPa) concrete. National Institute of Standards and Technology, 1994. http://dx.doi.org/10.6028/nist.ir.5405.

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Tyson. L52337 Weld Design Testing and Assessment Procedures for High Strength Pipelines. Pipeline Research Council International, Inc. (PRCI), 2011. http://dx.doi.org/10.55274/r0010448.

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This is the last report of a�c reports detailing the small-scale mechanical testing performed on the trial welds in this consolidated program. This report summarizes and compares the results of all of the mechanical tests applied primarily to welds of rounds 1 and 2, including tensile results and their correlation with microstructure, Charpy test results, conventional (through-thickness-notched) toughness tests, and low-constraint toughness tests. The reports contains a summary of the mechanical properties of the experimental single and dual torch GMAW-P X100 pipe welds prepared for this conso

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Carey, Ashley, Madeleine Roberson, Isaac Howard, and Jameson Shannon. Toward a method to predict thermo-mechanical properties of high-strength concrete placements. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49660.

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In this article, the merits of a thermo-mechanical framework to estimate properties of high-strength concrete are evaluated for potential standardization as a test method. Previous work conducted by the authors was summarized to show the individual advancements toward development of a laboratory testing framework. Most notably, laboratory-based curing protocols have been shown to produce temperature profiles that were similar to mass placements and achieving peak temperatures that were within 2°C of peak temperatures recorded in a mass high-strength concrete placement. Additionally, current te

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Phan, Long T., and Richard D. Peacock. Experimental plan for testing the mechanical properties of high-strength concrete at elevated temperatures. National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6210.

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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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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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Seif, Mina, Jonathan Weigand, Joseph Main, Rafaela Peixoto, and Luiz Vieira. Shear behavior of high-strength bolts at elevated temperatures: testing and formulation of reduced-order model. National Institute of Standards and Technology, 2018. http://dx.doi.org/10.6028/nist.tn.1978.

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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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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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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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Abstract:

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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