Results 51 to 60 of about 1,000,097 (165)

Global Buckling Resistance of Cold-Formed Steel Beams with Omega-Shaped Sections

open access: yesApplied Sciences
The absence of analytical expressions in current codes for evaluating the critical moment for lateral–torsional buckling of cold-formed beams with omega-shaped sections presents a fundamental challenge when assessing their resistance to global buckling ...
Rita Peres   +5 more
doaj   +1 more source

Effect of Ammonium Polyphosphate/Silicate Content on the Postfire Mechanics of Epoxy Glass‐Fiber Composites Using Facile Chocolate Bar‐Inspired Structures

open access: yesFire and Materials, Volume 49, Issue 3, Page 329-346, April 2025.
ABSTRACT This study investigates the postfire mechanical properties of epoxy glass‐fiber reinforced composites (EP GFRCs) using increasing concentrations of ammonium polyphosphate (APP) and inorganic silicate (InSi) to modify the char and fire residue.
Sruthi Sunder   +5 more
wiley   +1 more source

LATERAL-TORSIONAL BUCKLING ANALYSIS OF ASYMMETRIC THIN-WALLED BEAMS

open access: yesInternational Journal for Computational Civil and Structural Engineering
A review and analysis of domestic and international design codes (Eurocode EN 1993-1-1, American standard ANSI/AISC 360-22 and Russian standard SP 16.13330.2017) regarding the lateral-torsional buckling of flexural elements indicate that current ...
Olga Tusnina
doaj   +1 more source

A Study on the Effect of Adjacent Segments of a Steel l-Beam with Lateral Supports on Its Critical Moment

open access: yesMATEC Web of Conferences, 2019
One of the most common failure modes in a steel beam structure is lateral torsional buckling (LTB). The unbraced length of the beam is a crucial factor for LTB analysis.
Pratiwi Naomi, Karta Wijaya Paulus
doaj   +1 more source

Perilaku Balok Baja I Non Prismastis (Tapered Beam)

open access: yesRekayasa Sipil, 2018
The use of bending structure components becomes economical if the cross section of the beam follows the moment-diagram form. In this research is a simple beam with concentrated load in the middle of the span, so that the height of the beam is maximum in ...
Titin Sundar   +2 more
doaj   +1 more source

Structural design and 3D printing of flexible integrated electronic systems

open access: yesFlexMat, EarlyView.
This review provides a comprehensive overview of design and integration strategies for individual components in flexible electronics, highlights the 3D‐printing fabrication techniques, and discusses recent advances in system‐level integration and their applications in real‐time monitoring and intelligent robotics.
Jiani Gong   +8 more
wiley   +1 more source

Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects [PDF]

open access: yes, 2004
The current design procedure for steel frame structures is a two-step process including an elastic analysis to determine design actions and a separate member capacity check.
Yuan, Zeng
core  

Calibration of the torsional and lateral spring constants of cantilever sensors [PDF]

open access: yes, 2014
Financial support from the EPSRC (EP/K000411/1) and the University of St. Andrews under an Impact Acceleration Account (EP/K503940/1) are gratefully acknowledged.A method suitable for the calibration of the spring constants of all torsional and lateral ...
Hähner, Georg   +2 more
core   +1 more source

Artificial structures for human‐machine interfaces with closed‐loop interaction

open access: yesFlexMat, EarlyView.
Artificial structures bridge sensing and feedback in closed‐loop human‐machine interfaces by providing geometry‐enabled mechanical and functional programmability. This review maps the role of artificial structures in diverse sensing modalities and feedback strategies, and illustrates their integration into closed‐loop interaction systems, highlighting ...
Taiqi Hu   +4 more
wiley   +1 more source

Stability of an Imperfect Truss Loaded by Wind

open access: yesEngineering Transactions, 2016
The present paper is devoted to the numerical research of stability of a truss loaded by wind and stiffened by elastic supports situated only at the top chord a. The lateral braces, or lateral and torsional braces were taken into account. In the research
Marcin KRAJEWSKI, Piotr IWICKI
doaj   +1 more source

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