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Gotowe bibliografie tematyczne / Double centered notch (DCN)

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Gotowa bibliografia na temat „Double centered notch (DCN)”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Double centered notch (DCN)"

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T, Bhavanichowdary, S. Padmaja, M. Saritha, and M. Vinod Kumar. "Parametric study of sliding mode fracture in structural plain cement concrete for various sizes of beams." International Journal of Engineering & Technology 7, no. 4 (2018): 2603. http://dx.doi.org/10.14419/ijet.v7i2.18.9920.

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Fracture mechanics a part of solid mechanics deals with the crack initiation and propagation under certain loading conditions, as we know at ultimate load, the maximum shear stress is relatively larger than the shear strength in existence of compressive stress, which eventually results in shear failure. Under this criteria, failure is mode II which we can state that as the sliding mode. In this current research paper, an experimental investigation is carried out to study the behavior of plain cement concrete beams subjected to four point loading. Three different sizes of beams with Doubly Cent

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C., VINAY KUMAR, V. BHASKAR DESAI Dr., and D. JAGAN MOHAN Dr. "EXPERIMENTAL INVESTIGATION ON HARDENED PROPERTIES OF CONCRETE MODIFIED WITH LIGHTWEIGHT COCONUT COIR FIBER AGGREGATES." International Journal of Advances in Engineering & Scientific Research 4, no. 3 (2017): 09–26. https://doi.org/10.5281/zenodo.10775958.

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<strong>Abstract</strong><strong>: </strong>                                Modern world emerges with new techniques in construction field. Concrete technology has made tremendous strides in the past decade. The development in specifying the concrete according to its performance requirements, rather than its constituents and ingredients has opened innumerable opportunities for both producers and users of concrete to design concrete catering to their s

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C., VINAY KUMAR, V. BHASKAR DESAI Dr., and D. JAGAN MOHAN Dr. "EXPERIMENTAL INVESTIGATION ON HARDENED PROPERTIES OF CONCRETE MODIFIED WITH LIGHTWEIGHT COCONUT COIR FIBER AGGREGATES." International Journal of Advances in Engineering & Scientific Research Vol.4, Issue 3, May-2017 (2017): 09–26. https://doi.org/10.5281/zenodo.583715.

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Modern world emerges with new techniques in construction field. Concrete technology has made tremendous strides in the past decade. The development in specifying the concrete according to its performance requirements, rather than its constituents and ingredients has opened innumerable opportunities for both producers and users of concrete to design concrete catering to their specific requirements. One of the most outstanding advances in the concrete technology over the last decade has been “Lightweight Concrete” (LWC). In this study, Coconut Coir Fiber Aggregates (CCFA) are used as a lightweig

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Nelken, I., and E. D. Young. "Two separate inhibitory mechanisms shape the responses of dorsal cochlear nucleus type IV units to narrowband and wideband stimuli." Journal of Neurophysiology 71, no. 6 (1994): 2446–62. http://dx.doi.org/10.1152/jn.1994.71.6.2446.

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1. The principal cells of the dorsal cochlear nucleus (DCN) are mostly inhibited by best frequency (BF) tones but are mostly excited by broadband noise (BBN), producing the so-called type IV response characteristic. The narrowband inhibitory responses can be explained by the inhibitory influence of interneurons with type II response characteristics. However, it is not clear that all the details of the type IV responses can be accounted for by this neural circuit. In particular, many type IV units are inhibited by band-reject noise (notch noise); type II units tend to be only weakly excited by

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Chen, Yinglong, and Thomas Siegmund. "The Effect of Notches on the Failure of Two-Dimensional Nonwoven Fiber Networks." Journal of Engineering Materials and Technology 143, no. 2 (2020). http://dx.doi.org/10.1115/1.4048282.

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Abstract The tearing response of sheets of nonwoven fiber material is investigated. It addresses the question on how notch length and notch geometry is related to the tearing strength and tearing processes. The system considered consists of elastic-brittle fibers connected by strong interfiber bonds. Fiber fracture is the only failure mechanism. For a random fiber orientation case, deformation of the unnotched specimen occurs by long-range fiber chains connecting the load inducing boundaries, and failure is by tearing the cross section. The strength of the notched random fiber sheets is well d

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Streszczenia konferencji na temat "Double centered notch (DCN)"

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Siddiqui, Shadab, Nagaraj K. Arakere, and Fereshteh Ebrahimi. "Evolution of Slip Through the Thickness of a Single-Crystal Nickel-Base Superalloy Notched Specimen." In ASME Turbo Expo 2006: Power for Land, Sea, and Air. ASMEDC, 2006. http://dx.doi.org/10.1115/gt2006-90454.

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Deformation mechanisms and failure modes of FCC (face centered cubic) single crystal components subjected to triaxial states of static and fatigue stress are very complicated to predict, because plasticity precedes fracture in regions of stress concentration, and the evolution of plasticity on the surface and through the thickness is influenced by elastic and plastic anisotropy. The triaxial stress state at regions of stress concentration results in the activation of many slip systems that otherwise would not be activated during uniaxial testing. We recently presented [1] results from a numeri

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