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We use finite elasticity to examine the behavior of a lightweight mechanism for rapid, reversible, and low-power control of mechanical impedance.
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The influence of the fiber/lime ratio on the behavior of the lightweight aggregate was studied systematically.
A series of Fe-30 wt%Mn-10.5 wt%Al-1.1 wt%C steels with Mo addition from 0 to 5 wt% were prepared to investigate the effect of Mo on the microstructure and tensile deformation behavior of austenitic lightweight steel.
This paper investigates the mechanical behavior of a new type of ultra-lightweight cement composite (ULCC) with density less than 1400 kg/m3 and strength up to 60 MPa after exposing to elevated temperature up to 1000 °C.
The experimental verification and the error analysis show that the model is shown to be able to predict the nonlinear deformation behavior of lightweight foamed concrete over a wide range of temperatures and densities.
Although several research programs have investigated the performance of structural elements made of lightweight concrete, there is a limited understanding of the behavior of lightweight shear walls under seismic conditions.
In this study a numerical approach to simulate elastic behavior of lightweight concrete, is presented, at mesoscopic level.
Based on the experimental results, the characteristics of density effect and temperature effect are analyzed and a calculation model is developed to describe the nonlinear mechanical behavior of lightweight foamed concrete.
The chapter emphasizes that a joint design is very important in the houses of lightweight steel structures, by analyzing the behavior of a rigid and semi-rigid joint.
This paper discusses the effects of water/cement ratio on mechanical properties and fracture behavior of self-compacting lightweight concrete.
This work is aimed to study the effect of incorporating recycled modified polypropylene (PP) plastic particles on the workability and mechanical behavior of self-compacting lightweight concrete (SCLC).
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com