Results 211 to 220 of about 470,496 (337)

Calibration of equivalent geometric imperfections for second‐order theory analysis of hot‐rolled U‐profiles

Steel Construction, EarlyView.
Abstract The stability behaviour of steel structures is important when performing design. Standards (such as EN 1993‐1‐1 – Eurocode 3 Part 1‐1) take the stability of steel members into account and allow for verifications using reduction factors or by second‐order theory analysis considering equivalent geometric imperfections.
Stalin Ibanez, Caridad Moscoso, Matthias Kraus   +2 more
wiley   +1 more source

Layer-by-Layer Integration of Electrospun Nanofibers in FDM 3D Printing for Hierarchical Composite Fabrication. [PDF]

Polymers (Basel)
Sanchaniya JV, Smogor H, Gobins V, Noël V, Lasenko I, Rackauskas S.   +5 more
europepmc   +1 more source

A Comparison of Dynamic Elastic Modulus of Adhesive Determined by Meansof Flexural and Torsional VibrationTests for Laminated Beams

, 2000
Souzou Kanie, Hiromi DEWA
openalex   +2 more sources

Compression capacity of closely spaced double‐angle beam‐columns – Impact of joint stiffness

Steel Construction, EarlyView.
Abstract Usually, pinned ends are assumed to calculate the compression capacity of closely spaced double‐angle members. In reality, the joints used in practice provide additional rotational restraint at the member's ends, which significantly influence the compression member capacity of such built‐up sections.
Paul Zauchner, Markus Kettler, Harald Unterweger   +2 more
wiley   +1 more source

Experimental research on mechanical and microstructural characteristics of hybrid fiber reinforced concrete (HFRC). [PDF]

Sci Rep
Vadivel M, Selinaruby G, Padmapriya R, Perumal B.   +3 more
europepmc   +1 more source

J0430105 Measurement of Young's modulus of thermal barrier coatings by flexural resonance method

, 2015
Satoru Takahashi, Kazuki OOKUBO, Hiroyuki WAKI, Masahiko Katô, Syusui Ogawa, Tatsuo Suidzu   +5 more
openalex   +1 more source

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

Mechanical performance of contemporary provisional crown materials: insights for clinical decision-making. [PDF]

Saudi Dent J
Palakurthy KS, Manchikanti V, Arroju R.
europepmc   +1 more source

Effect of Air-Abrasion Regimens and Fine Diamond Bur Grinding on Flexural Strength, Weibull Modulus and Phase Transformation of Zirconium Dioxide

, 2015
Silvia Masae de Araújo Michida, Estevão Tomomitsu Kimpara, Claudinei dos Santos, Rodrigo Othávio de Assunção e Souza, Marco Antônıo Bottıno, Mutlu Özcan   +5 more
openalex   +2 more sources

Robustness assessment of reinforced concrete structures for different failure scenarios

Structural Concrete, EarlyView.
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, Massimiliano De Iuliis, P. Castaldo   +2 more
wiley   +1 more source