Effect of Print Orientation and Thermal Aging on the Flexural Strength of Zirconia-Reinforced Three-Dimensional-Printed Restorative Resin Materials. [PDF]
Özden YE +4 more
europepmc +1 more source
Robustness assessment of reinforced concrete structures for different failure scenarios
Abstract This study describes the robustness assessment of 3D reinforced concrete structures analyzing the response of the 2D frames in different design configurations and failure scenarios. The structures are characterized by both frames with wide beams and seismic‐resistant frames with deep beams.
E. Miceli +2 more
wiley +1 more source
In Vitro Evaluation of Flexural Strength, Impact Strength, and Surface Microhardness of Vaccinium macrocarpon Reinforced Polymethyl Methacrylate Denture Base Resin. [PDF]
Viswanathan AK, Krishnan R.
europepmc +1 more source
Abstract The accurate prediction of the shear capacity of reinforced concrete underpins the efficient and safe design of concrete buildings and infrastructure. Disagreement remains about shear mechanisms and the modeling of shear resistance. For slender beams without shear reinforcement, critical shear crack (CSC) models have attracted interest.
Hasini C. Weerasinghe, Janet M. Lees
wiley +1 more source
Bayesian LSTM-Based Missing Data Estimation and Flexural Strength Assessment for Determination of Novel Smart Mobility Pavement Materials: Mg(OH)<sub>2</sub> Added Plastic Composites. [PDF]
Woo BH, Kim YJ, Kang IH, Lee KH.
europepmc +1 more source
Abstract Reinforced concrete (RC) beams can be subjected to torsion, and failure due to torsion is brittle and poses a significant risk to occupants. Moreover, strengthening of existing RC beams in torsion may be required due to the upgrade of the structures or as part of structural rehabilitation.
Ahmed Hamoda +4 more
wiley +1 more source
Flexural Strength of Modern CAD/CAM Restoratives After Artificial Aging. [PDF]
Melc T +3 more
europepmc +1 more source
Abstract An analytical framework suited for the analysis of shear‐critical ultra‐high performance concrete (UHPC) members is presented. The numerical methodology utilizes a nonlinear finite element analysis formulation integrated with an artificial neural network (ANN) that characterizes the UHPC tension response based on its mix design. In addition, a
Amjad Diab, Anca Ferche
wiley +1 more source
Flexural strength of dental adhesives with different photoinitiator systems. [PDF]
de Figueiredo AP +4 more
europepmc +1 more source

