Results 151 to 160 of about 71,166 (345)

FAILURE OF PLAIN CONCRETE UNDER COMBINED STRESSES (Axisymetrically Triaxial Compression) : Part 1, Testing Method and Relationship Between Stress and Strain under Triaxial Compression

, 1971
Tatsuo Okajima
openalex   +2 more sources

Metamodeling of Void Closure during Hot Flat Rolling

steel research international, EarlyView.
This work aims to present a fast metamodel for void closure during hot flat rolling. The model takes into account every individual void of void distributions as found in industrial material and is capable of calculating the resulting void closure within only few seconds of computational time without loosing significant accuracy compared to expensive ...
Jannik Gerlach, Conrad Liebsch, Emad Scharifi   +2 more
wiley   +1 more source

Cyclic Triaxial Test of Dynamic Soil Properties for Wide Strain Range

, 1980
Takeji Kokusho
openalex   +1 more source

Refutation of the αSyn‐SAA‐Based Staging for Parkinson's Progression (Neuronal α‐Synuclein Disease‐Integrated Staging System [NSD‐ISS])

Movement Disorders, EarlyView.
Alberto J. Espay, Francisco Cardoso, Steven J. Frucht, Alberto Imarisio, Glenda M. Halliday, Andrew J. Lees   +5 more
wiley   +1 more source

Area‐Selective Silicidation: Patterning Metal Silicides from the Bottom Up

Small Structures, EarlyView.
The engineering of surface defects using a focused ion beam on a silicon substrate enables metal silicidation reactions to occur only at desired locations, in an area‐selective manner. This method addresses the challenge of structuring metal silicides at the nanoscale, opening new possibilities for fabricating and studying this class of materials ...
Gabriele Botta, Konstantina Mitropoulou, Evgenii Modin, Manuel Suárez‐Rodríguez, Andrey Chuvilin, Alexander Bittner, Mato Knez   +6 more
wiley   +1 more source

Predicting resilient modulus: A data driven approach integrating physical and numerical techniques

Heliyon
Resilient modulus (MR) is an important parameter in the design of pavement that helps to characterize the quality of sub-grade materials. Generally, it is not determined experimentally due to time consuming, uneconomical, laborious and lack of advanced ...
Kashif Riaz, Naveed Ahmad
doaj  

Triaxial testing of oil shale from the Devonian Chattanooga shale formation in Dekalb County, Tennessee

, 1983
K. Chong, J. Chen, George F. Dana, Samuel Sailor   +3 more
openalex   +2 more sources

Structural behavior of deteriorated Gerber half‐joints in highway overpasses by nonlinear finite element analysis combined with a simplified uniform‐corrosion model

Structural Concrete, EarlyView.
Abstract Gerber half‐joints, broadly used in the last century as elements of concrete bridges, are prone to corrosion‐induced deterioration, which may lead to brittle shear collapse. It is of paramount importance to develop advanced numerical models for simulating the collapse behavior of Gerber half‐joints, taking material deterioration into account ...
Dario De Domenico, Nino Spinella, Davide Messina, Matteo Mazzeo, Antonino Recupero   +4 more
wiley   +1 more source

Large Triaxial Compression Tests of Sand Reinforced with Geotextile

, 1987
Katsuyuki Kutara, Noriaki Aoyama, Tatsunori Takeuchi, Hiroyuki Yasunaga   +3 more
openalex   +2 more sources

Value of information‐driven innovation in Gerber saddles monitoring

Structural Concrete, EarlyView.
Abstract Innovation plays a crucial role in shaping technological, economic, and social progress in modern societies. In the realm of bridge integrity management, the development and diffusion of technologies to acquire information can significantly enhance industries' safety and functionality capabilities.
Giancarlo Costa, Sebastian Thöns, Maria Pina Limongelli, Andrea Piscini   +3 more
wiley   +1 more source