Results 211 to 220 of about 36,129 (257)

Numerical investigation on the torsional improvement of reinforced concrete beams strengthened with various techniques. [PDF]

Sci Rep
Yusuf MA, Zahran MS, Osman A, Nagy NM.
europepmc   +1 more source

Research on the Damage Evolution Mechanism of the Cement Sheath under Hydraulic Fracturing Cyclic Loading Conditions. [PDF]

ACS Omega
Tao T, Liu Q, Xu Y.
europepmc   +1 more source

How Interfaces Limit Nanoscale Stress Concentrations and Prevent Catastrophic Failure in Single-Asperity Contacts

Meindlhumer M, Todt J, Alfreider M, Medjahed A, Grau J, Zitek M, Dollmann A, Uzun F, Daniel R, Steinmüller-Nethl D, Sternschulte H, Burghammer M, Zeman P, Maier-Kiener V, Korsunsky AM, Keckes J.   +15 more
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On the influence of elastic–plastic coupling on sands response

Computers and Geotechnics, 2014
Abstract A sand constitutive model accounting for elastic–plastic coupling is presented. To this aim, general constitutive equations describing an elastic–plastic coupling effect are developed first. Afterwards, a modified critical state plasticity model for granular soils is introduced accordingly. Several examples are presented to show the achieved
Ali Lashkari, Ali Golchin
exaly   +2 more sources

Elastic–plastic response spectra for exponential blast loading

International Journal of Impact Engineering, 2004
Abstract The design of structures subjected to loads due to explosions is often treated by means of elastic–plastic response spectra. Such spectra that are currently available in the literature were computed on the basis of triangular shape of blast pressure with respect to time.
Charis J Gantes, Nikos G Pnevmatikos
exaly   +2 more sources

Uncertain dynamic response of a deterministic elastic–plastic beam

International Journal of Impact Engineering, 2003
Abstract The counterintuitive phenomenon of elastic–plastic beam dynamics was demonstrated by Symonds and Yu (ASME J Appl Mech 1985;52:517). An analytical model has been developed to explain this phenomenon from a deterministic viewpoint. However, experimental evidence in (Int J Impact Eng 1991;11(3):341; Int J Impact Eng 1991;11(4):445) showed that ...
Q M Li
exaly   +2 more sources

Elastic-Plastic Seismic Response of Chimney

Journal of the Structural Division, 1980
An analytic investigation of the elastic and inelastic response behaviors of an 823-ft (251-m) chimney to a realistic earthquake record is conducted. The chimney is modeled by using eight pipe-type beam finite elements. Equations of motion are solved numerically by direct integration method.
Le-Chung Shiau, Henry T.Y. Yang
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Dynamic response of thick elastic-plastic beams

International Journal of Mechanical Sciences, 1993
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Manoach, E., Karagiozova, D.
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Determination of the effective elastic–plastic response of metal–ceramic composites

International Journal of Plasticity, 2008
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
VENA, PASQUALE, GASTALDI, DARIO, CONTRO, ROBERTO   +2 more
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Anomalous dynamic elastic—plastic response of a galerkin beam model

International Journal of Mechanical Sciences, 1996
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Qian, Yin, Symonds, P. S.
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