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Strength, Modulus of Elasticity, and Brittleness Index of Rubberized Concrete
Publisher: American Society of Civil Engineers
Abstract: This paper presents a study of rubberized concretes designed by replacing coarse aggregate in normal concrete with ground and crushed scrap tire rubber in various volume ratios. The objective of the study was to investigate ...
Integrated Sustainability Analysis of Atomic Layer Deposition for Microelectronics Manufacturing
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Atomic layer deposition (ALD) is a promising nanotechnology for wide applications in microelectronics manufacturing due to its ability to control layer growth at atomic scale. Sustainability of ...
A Schematic Method for Sustainable Material Selection of Toxic Chemicals in Design and Manufacturing
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Toxic chemicals used in product design and manufacturing are grave concerns due to their toxic impact on human health. Implementing sustainable material selection strategies on toxic chemicals ...
A Poroelastic Finite Element Formulation Including Transport and Swelling in Soft Tissue Structures
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A field theory is presented for the study of swelling in soft tissue structures that are modeled as poroelastic materials. As a first approximation, soft tissues are assumed to be linear ...
Strain-Dependent Oxygen Diffusivity in Bovine Annulus Fibrosus
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The intervertebral disk (IVD) is the largest avascular structure in the human body. Transport of small molecules in IVD is mainly through diffusion from the endplates and the peripheral blood ...
Wind Load on Integral-Lift Scaffolds for Tall Building Construction
Publisher: American Society of Civil Engineers
Abstract: The integral-lift scaffolds are widely used in construction of tall buildings in Asia. However, the wind load on scaffolds may be much greater than dead load and be the dominant effect as the scaffolds climb over
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