Results 231 to 240 of about 166,225 (314)

The Pier Luigi Nervi's concrete structure of Palazzetto dello Sport: Modeling and dynamic characterization

Structural Concrete, EarlyView.
Abstract This paper presents a numerical and experimental study aimed at the modeling and dynamic characterization of the reinforced concrete structure of the Palazzetto dello Sport in Rome, designed and by Pier Luigi Nervi with Annibale Vitellozzi, and built by Nervi & Bartoli contractors in 1956‐57.
Jacopo Ciambella, Gianluca Ranzi, Francesco Romeo   +2 more
wiley   +1 more source

Comparing the Flexural Strength of PMMA Enhanced with Glass Fibers and Aluminum Oxide: An <i>In Vitro</i> Study. [PDF]

J Pharm Bioallied Sci
Dudhe SP, Thool P, Suganya P, Gupta S, Almudarris BA, Bedi G.   +5 more
europepmc   +1 more source

Critical shear crack shapes in slender reinforced concrete beams with and without shear reinforcement

Structural Concrete, EarlyView.
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

The Effect of Chewing Simulation on Flexural Strength of Different Lithium Disilicate Ceramics. [PDF]

Clin Cosmet Investig Dent
Alsulimani O, Yousief SA, Al-Dabbagh RA, Attar EA, Bukhary DM, Algamaiah H, Musawa K, Subahi A, Abuzinadah SH, Alhaddad AJ, Alqahtani WMS, Emam ANM, Alqhtani MA, Elmarakby AM.   +13 more
europepmc   +1 more source

Performance analysis of strengthening reinforced concrete beams under pure torsion using galvanized steel sheets: Experimental and numerical investigation

Structural Concrete, EarlyView.
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, Mizan Ahmed, Ahmad G. Saad, Aref A. Abadel, Saad A. Yehia   +4 more
wiley   +1 more source

Influence of Printing Orientation on the Flexural Strength of Different Light-Cured Resins Manufactured with Two 3D Printers: In Vitro Study. [PDF]

Materials (Basel)
Sfondrini MF, Gariboldi F, Cerri M, Todaro C, Pascadopoli M, Casiraghi G, Scribante A.   +6 more
europepmc   +1 more source

Modeling the response of UHPC shear‐critical beams: Integrating nonlinear finite element analysis and artificial neural network

Structural Concrete, EarlyView.
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

A Study on Thin Cooling Layers Between the Cooling Channel and Cavity in the Injection Molding Process for Mold Temperature Control to Enhance Weld Line Flexural Strength in Plastic Products. [PDF]

Polymers (Basel)
Nguyen TP, Khanh PTM, Minh PS, Uyen TMT, Thanh BC.   +4 more
europepmc   +1 more source

Punching shear in flat slab systems – Experimental quantification of unconsidered system influences

Structural Concrete, EarlyView.
Abstract Due to the demand for slender and functional buildings, flat slabs are a frequently used load‐bearing element in buildings. However, the concentrated load introduction at the slab‐column connection is often the governing detail in design due to punching shear failure.
Matthias Kalus, Jan Ungermann, Martin Classen, Josef Hegger   +3 more
wiley   +1 more source

<i>In vitro</i> Study on the Flexural Strength of Different Polymethyl Methacrylate Denture Resins.

J Pharm Bioallied Sci
Vivek R, Ranjan A, Gajdhar S, Salunkhe VP, Chaware S, Rao V.   +5 more
europepmc   +1 more source