Compression Test
Jeff G. Konin, Denise Lebsack, Alison R. Snyder Valier et al. · 2024
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About 10,000 papers for “Compression test”
Jeff G. Konin, Denise Lebsack, Alison R. Snyder Valier et al. · 2024
Cited by 0
Manabu Tanaka (2031103), Yoshinori Sato (144691), Hisao Haniu (388755) et al. · Figshare · 2017
<p>(a) Compressive strength of both samples. (b) Representative load-displacement curves of MWCNT blocks and rat femoral bone specimens. Values are mean ± S.D.; n = 5.</p>
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Zainalabedin Navabi · 2010
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Jeff G. Konin, Denise Lebsack, Alison R. Snyder Valier et al. · 2024
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Jan Gliński, Jerzy Lipiec, Józef Horabik · Encyclopedia of earth sciences series/Encyclopedia of earth sciences · 2011
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Jeff G. Konin, Denise Lebsack, Alison R. Snyder Valier et al. · 2024
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Kariotis, A. H. · NASA STI Repository (National Aeronautics and Space Administration)
A compression test assembly is described which prevents buckling of small diameter rigid specimens undergoing compression testing and permits attachment of extensometers for strain measurements. The test specimen is automatically aligned and laterally supported when compressive force is applied to the end caps and transmitted to the test specimen during testing.
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Daniela Boldini · AMS Campus - AlmaDL · 2015
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Shanks, G. C. · NASA Technical Reports Server (NASA)
An apparatus for compressive testing of a test specimen may comprise vertically spaced upper and lower platen members between which a test specimen may be placed. The platen members are supported by a fixed support assembly. A load indicator is interposed between the upper platen member and the support assembly for supporting the total weight of the upper platen member and any additional weight which may be placed on it. Operating means are provided for moving the lower platen member upwardly toward the upper platen member whereby an increasing portion of the total weight is transferred from the load indicator to the test specimen.
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Daniela Boldini · AMS Campus - AlmaDL · 2016
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Yujun Qi (816190), Hai Fang (160549), Weiqing Liu (271274) · Figshare · 2016
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Mathieu Falbriard (11058327), Grégory Huot (12511585), Mathieu Janier (12511588) et al. · Figshare · 2022
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Ajeet Kumar · Data Archiving and Networked Services (DANS) · 2019
Uniaxial test data
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Santanu Chattopadhyay · 2018
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David J. Elton · 2014
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George S. Brush (14304905) · Figshare · 2022
<p>Variants were generated so that an A would be incorporated in one of two locations during sequencing (pG4-1-v16 and -v17). Tracings in comparison to pG4-1 are shown.</p> <p>(TIF)</p>
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Józef Horabik , Jerzy Lipiec, , Jan Gliński · Encyclopedia of earth sciences series/Encyclopedia of earth sciences · 2011
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2014
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Alicia Nuffer (21464570), Robin Evrard (14425233), Thomas Schubert (394821) et al. · Figshare · 2025
The graph shows the stress-strain curves for the three groups: irradiated (left), non-irradiated (middle), explanted (right). Each curve represents a specimen from the explanted group. The solid blue curves represent native samples, while the dashed red curves represent decellularized samples. The thick curves correspond to the averaged curves. Tangent Young’s modulus is derived from the linear portion of the curve.
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Qizhi Hu (13550397), Qian Chen (18883) · Figshare · 2023
<div><p>The use of microbially induced calcium carbonate precipitation (MICP) technology can improve the mechanical properties of silty clay, and glutinous rice paste can enhance microbial activity, improve the conversion rate of CaCO<sub>3</sub> precipitation, and help increase soil strength. An MICP solidification test of silty clay was carried out by adding different concentrations of aged glutinous rice slurry and cementing liquid, and unconfined compressive strength tests and scanning electron microscope analysis of the solidified samples were carried out. The strength growth mechanism of the glutinous rice paste was investigated, and the results revealed that glutinous rice slurry can improve the enzymatic activity of microorganisms, that is, the microorganisms can produce more urease to decompose urea, and as the amount of urease increases, the concentration of the cementing solution increases, and the calcium carbonate generated by the MICP precipitates. When the concentration of the added cooked glutinous rice slurry was 5%, the unconfined compressive strength of the soil was the largest. In addition, the scanning electron microscope analysis revealed that cooled glutinous rice slurry can be used as a bridge to generate a large amount of ineffective carbonic acid. Calcium atoms are connected together to form effective calcium carbonate, which fills in the pores of the soil as a whole, increasing the compactness of the soil and greatly improving its macroscopic mechanical strength.</p></div>
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