Results 41 to 50 of about 33,878 (148)

Feasibility study of full-scale elastic-plastic seismic response analysis of nuclear power plant

open access: yesMechanical Engineering Journal, 2019
A finite element elastic-plastic seismic response analysis using a full-scale integrated model of Unit 1 of the Fukushima-Daiichi Nuclear Power Plant, which was subjected to the 2011 off the Pacific coast of Tohoku Earthquake, is performed using the K ...
Tomoshi MIYAMURA   +2 more
doaj   +1 more source

Critical Response of Multi-Story Damped Bilinear Hysteretic Shear Building Under Multi Impulse as Representative of Long-Period, Long-Duration Earthquake Ground Motions

open access: yesFrontiers in Built Environment, 2020
The critical response is investigated for a multi-story damped bilinear hysteretic shear building model under a multi impulse as a representative of long-period, long-duration earthquake ground motions. The critical response for an elastic–plastic single-
Akira Kawai, Izuru Takewaki
doaj   +1 more source

Elastic-plastic response of mild steel beams to impulse loads [PDF]

open access: yes, 1977
The elastic-plastic response of 1018 steel beams was examined experimentally and analytically. Simply supported beams were loaded with half-sine distributed, short-duration magnetic pressure pulses and the response monitored with a streak camera and strain gages.
Forrestal, M. J., Wesenberg, D. L.
openaire   +2 more sources

Elastoplastic Analysis of Circular Opening Based on a New Strain-Softening Constitutive Model and Its Engineering Application in Hydraulic Fracturing

open access: yesAdvances in Civil Engineering, 2018
Constitutive effect is extremely important for the research of the mechanical behavior of surrounding rock in hydraulic fracturing engineering. In this paper, based on the triaxial test results, a new elastic-peak plastic-softening-fracture constitutive ...
T. Yang, Q. S. Ye
doaj   +1 more source

Critical input and response of elastic-plastic structures under long-duration earthquake ground motions

open access: yesFrontiers in Built Environment, 2015
The multiple impulse input is introduced as a substitute of the long-duration earthquake ground motion, mostly expressed in terms of harmonic waves, and a closed-form solution is derived of the elastic-plastic response of a single-degree-of-freedom ...
Kotaro eKojima, Izuru eTakewaki
doaj   +1 more source

3D simulation of dry friction of metal-based composites [PDF]

open access: yesEPJ Web of Conferences, 2019
A numerical 3D model of friction at mesoscale of the contact patch between steel samples and composite steel samples with carbon nanoinclusions has been developed based on the movable cellular automaton method.
Smolin Alexey   +2 more
doaj   +1 more source

Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion

open access: yesFrontiers in Built Environment, 2018
A double impulse input is used as a substitute for near-fault earthquake ground motions. An explicit expression is derived on the maximum elastic–plastic response of a single-degree-of-freedom damped structure with bilinear hysteresis under the “critical
Hiroki Akehashi   +2 more
doaj   +1 more source

Study on the mechanical response characteristics of sandstone under elasticity plasticity and full path unloading after peak stress

open access: yesScientific Reports
When underground tunnels in coal mines traverse geological structurally abnormal zones (faults, collapse columns, fractured zones, etc.), excavation-induced unloading leads to instability and failure of the engineering rock mass. Rock masses in fractured
Gang Liu   +5 more
doaj   +1 more source

Widely Employed Constitutive Material Models in Abaqus FEA Software Suite for Simulations of Structures and Their Materials: A Brief Review [PDF]

open access: yesE3S Web of Conferences
The structural response of masonry/concrete structures depends upon the load-carrying mechanism and subsequently deformations produced by loads carried.
Anas S.M.   +4 more
doaj   +1 more source

Questioning size effects as predicted by strain gradient plasticity

open access: yesJournal of the Mechanical Behavior of Materials, 2013
The analytical solution of the elastic-plastic response of a two-phase laminate microstructure subjected to periodic simple shear loading conditions is derived considering strain gradient and micromorphic plasticity models successively. One phase remains
Forest Samuel
doaj   +1 more source

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