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Elastic-plastic response of TiB2 under shock compression [PDF]
AIP Advances, 2022 Particle velocity profiles of a TiB2 ceramics under one-dimension plate impact were measured up to 45 GPa. The Hugoniot-elastic limit of TiB2 was determined to be 8–9 GPa.
Liangliang Zhou +4 more
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Seismic Response Characteristics of Stabilizing Pile Based on Elastic-Plastic Analysis [PDF]
Shock and Vibration, 2018 Stabilizing pile is widely used in the landslide controlling projects and shows excellent seismic performance under the action of earthquake. Therefore, in order to improve seismic design theory, it is of importance to study the seismic response ...
Honglue Qu +4 more
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Study on elastic-plastic displacement response spectra of base-isolated structures and its influencing factors. [PDF]
PLoS ONEIn seismic design, the acceleration response spectrum method is used to calculate the bearing capacity of structures to ensure their safety. However, under intense earthquake action, insufficient deformation capacity of structures is the main cause of ...
Tianni Xu +4 more
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Transient impact response analysis of an elastic–plastic beam
Applied Mathematical Modelling, 2018 zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Xiaochun Yin, Xiaoli Qi
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Elastic–plastic response of plates subjected to cleared blast loads [PDF]
International Journal of Impact Engineering, 2014 A commonly used approach for the engineering analysis of structures subjected to explosive loads is to approximate the problem as an equivalent Single-Degree-of-Freedom (SDOF) system and to use elastic–plastic response spectra. Currently, the response spectra that exist in the literature do not take into account the fact that blast wave clearing will ...
Sam E Rigby, A Tyas, Terry Bennett
exaly +4 more sources
Frontiers in Built Environment, 2016 The double impulse is introduced as a substitute of the fling-step near-fault ground motion and a critical elastic-plastic response of a 2DOF (two-degree-of-freedom) building structure under the ‘critical double impulse’ is evaluated.
Ryo eTaniguchi +2 more
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Frontiers in Built Environment, 2015 The double impulse input is introduced as a substitute of the fling-step near-fault ground motion and a closed-form solution of the elastic-plastic response of a structure by the ‘critical double impulse input’ is derived.
Kotaro eKojima, Izuru eTakewaki
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The response of an elastic-plastic clamped beam to transverse pressure loading
International Journal of Impact Engineering, 2018 Abstract This study presents a new analytical model to predict the response of elastic-plastic, fully clamped beams to transverse pressure loading. The model accounts for travelling elastic flexural waves, stationary and travelling plastic hinges, elastic-plastic stretching and plastic shear deformation.
Francesco Montomoli, Vito L Tagarielli
exaly +3 more sources
The evolution of anisotropies in the elastic response of an elastic-plastic material [PDF]
International Journal of Plasticity, 1992 zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Negahban, Mehrdad, Wineman, Alan S.
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Seismic Performance Evaluation of a High-Rise Building with Structural Irregularities
Buildings, 2022 In this study, the seismic performances of a 14-storey office building in Nanjing, China, due to its plan and vertical irregularities in the structural system, were evaluated using the response spectrum method, elastic time history analysis and elastic ...
Huijuan Jia +4 more
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