Results 61 to 70 of about 917 (151)

Theatres of Indirectness: Passive Aggression and Failure

Critical Quarterly, EarlyView.
Sara Crangle, Sam Ladkin
wiley   +1 more source

Experimental and numerical study for the post buckling behaviour of plate girders subjected to bending and shear

MATEC Web of Conferences, 2018
This research offers experimental and numerical study for the ultimate strength analysis and post buckling behaviour of plate girders subjected to shear and bending stresses.
Shawky Wael, Nabil Ghaidaa
doaj   +1 more source

Web-post buckling resistance prediction models of stainless-steel cellular beams using machine learning algorithms

Advances in Science and Technology Research Journal
Cellular steel beams are increasingly used in construction projects due to their decorative and economical characteristics, enabling long spans that reduce the number of columns and footings in the structure, thus shortening construction times and reducing infrastructure costs.
Imane Bachguar, Ouadia Mouhat, Rabee Shamass, Ikram Abarkan   +3 more
openaire   +2 more sources

FE MODELLING TECHNIQUES FOR WEB-POST BUCKLING RESPONSE

, 2022
Konstantinos Daniel Tsavdaridis, Cedric D'Mello   +1 more
openaire   +1 more source

PARAMETRIC STUDY OF WEB-POST BUCKLING FAILURE ON PROTECTED COMPOSITE CELLULAR STEEL BEAM (CSB) AT ELEVATED TEMPERATURE

Jurnal Teknologi (Sciences & Engineering)
Cellular Steel Beam (CSB) are Widely recognized and used in steel structures due to their numerous benefits, including visually appealing design, flexible structural elements, exceptional structural integrity, and the ability to incorporate utility conduits within the web beam section.
Renga Rao Krishnamoorthy, Fariz Aswan Ahmad Zakwan, Ruqayyah Ismail, Azmi Ibrahim   +3 more
openaire   +1 more source

Span-dependent comparative analysis of lateral torsional buckling and nonlinear load behaviour in castellated and solid I-beams using analytical and finite element approaches

Materials Research Express
Castellated beams (CB), widely employed in modern construction, offer an improved strength-to-weight ratio and enhanced structural efficiency due to their increased depth and moment of inertia.
Kiran Bhat P, Ashwitha S, Dhanalakshmi Kiran Bhat   +2 more
doaj   +1 more source

Experimental and Numerical Comparison of Replaceable Sleeve Fuses and Reduced Web Sections for Improved End-Plate Bolted Connection Performance

Buildings
Steel moment-resisting frames rely on strength and ductility to perform under seismic loads. Conventional techniques such as reduced beam section (RBS) and reduced web section (RWS) improve ductility by relocating plastic hinges but can suffer from local
Muhammed Atar
doaj   +1 more source

Buckling Reliability of Deteriorating Steel Beam Ends

Electronic Journal of Structural Engineering, 2006
Deterioration of steel beam ends due to deicing media is a common problem in colder climates. A primary effect of this deterioration is a reduction in the buckling capacity of the steel beam due to thinning or loss of the web section above the bearing ...
J. W. van de Lindt, S. Pei
doaj  

Bimetallic Steels: A Structured Review of Fabrication Routes, Material Properties, and Component Performance. [PDF]

Materials (Basel)
Ding Z, Xue X, Wang F, Wang N, Li S, Hua J.   +5 more
europepmc   +1 more source

Buckling and Post-Buckling Behaviour of a Carbon Fibre-Reinforced Polymer Stiffened Panel: A Numerical and Experimental Study. [PDF]

Polymers (Basel)
Sellitto A, Russo A, Zarrelli M, Vinti V, Trinchillo L, Perugini P, Riccio A.   +6 more
europepmc   +1 more source