Results 81 to 90 of about 134,890 (303)

Design of reinforced concrete beams with web openings [PDF]

open access: yes, 2006
The provision of transverse openings in floor beams to facilitate the passage of utility pipes and service ducts results not only in a more systematic layout of pipes and ducts, it also translates into substantial economic savings in the construction of ...
Mansur, M. A.
core  

How granular materials deform in quasistatic conditions [PDF]

open access: yes, 2009
Based on numerical simulations of quasistatic deformation of model granular materials, two rheological regimes are distinguished, according to whether macroscopic strains merely reflect microscopic material strains within the grains in their contact ...
Combe, Gaël, Roux, Jean-Noël
core   +4 more sources

Yielding and hardening of flexible fiber packings during triaxial compression

open access: yes, 2019
This paper examines the mechanical response of flexible fiber packings subject to triaxial compression. Short fibers yield in a manner similar to typical granular materials in which the deviatoric stress remains nearly constant with increasing strain ...
Curtis, Jennifer   +6 more
core   +1 more source

Discordance Between Patient and Physician Global Assessments in Early Systemic Sclerosis

open access: yesArthritis Care &Research, EarlyView.
Objective This study aims to identify factors associated with patient global assessment (PtGA) and physician global assessment (PhGA) and discordance between them in systemic sclerosis (SSc). Methods Data from adults with early SSc (<5 years) from the Collaborative National Quality and Efficacy Registry were included.
Ellen Romich   +35 more
wiley   +1 more source

Axial Compression Behavior of Novel Latticed Columns with CFST Tubes and Corrugated Steel Plates for Industrial Structures

open access: yesBuildings
Metallurgical industrial buildings, particularly those over 10 years old, frequently experience increased vibrations in their latticed columns due to prolonged dynamic loads from cranes, affecting both structural safety and usability.
Xuan Zhao   +5 more
doaj   +1 more source

Post-buckling behavior of a beam-column on a nonlinear elastic foundation with a gap [PDF]

open access: yes
The structural behavior of an elastic beam-column placed with a gap between two nonlinearity elastic layers each resting on a rigid foundation was examined.
Johns, T. G., Kuznetsov, E. N.
core   +1 more source

Thermoreflectance Detection of Point Defects Resulting from Focused Ion Beam Milling

open access: yesAdvanced Engineering Materials, EarlyView.
Focused ion beam (FIB) milling is a common tool for nanoscale material processing, however irradiation damage, redeposition, and contamination can occur. We use several characterization tools to show FIB‐induced effects beyond 1 mm from the milled area.
Thomas W. Pfeifer   +3 more
wiley   +1 more source

Prestressed Stainless Steel Stayed Columns with Two Crossarms [PDF]

open access: yes, 2019
The efficiency of prestressed stayed elements when designing very slender steel columns was proved for both stability and strength capacity of the columns.
Macháček J., Píchal R.
core   +1 more source

Analysis of Mesostructure Unit Cells Comprised of Octet-truss Structures [PDF]

open access: yes, 2006
A unit truss finite element analysis method allowing non-linear deformation is employed to analyze a unit cell comprised of n 3 octet-truss structures for their stiffness and displacement compared to their relative density under loading.
Johnston, Scott R.   +3 more
core   +2 more sources

Axial Compression Behavior of Concrete-Encased CFST Columns

open access: yesCivil Engineering Journal
Composite construction known as concrete-encased CFST is an outer covering of concrete surrounding a steel tube filled with concrete. It is employed as a structural member in multi-story buildings, large structures, bridges, and underground subway systems. Most of the literature deals with steel tubes filled with core concrete or concrete-encased steel
Raad Abdulkhudhur   +2 more
openaire   +1 more source

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