Results 281 to 290 of about 1,606,422 (352)
Some of the next articles are maybe not open access.
Construction and Building Materials, 2022
Xiuling Wang, Feifei Fan, J. Lai
semanticscholar +1 more source
Xiuling Wang, Feifei Fan, J. Lai
semanticscholar +1 more source
Cylindrical shells under axial compression
2006Cylindrical shell structures are often subjected to compressive stresses in the direction of the cylinder axis, which can be either uniform or varying throughout the cylinder. The buckling strength of a thin cylindrical shell under axial compression is particularly sensitive to imperfections in the shell, and the changing patterns of behaviour with ...
openaire +1 more source
Defected graphene nanoribbons under axial compression
Applied Physics Letters, 2010The buckling of defected rectangular graphene nanoribbons when subjected to axial stress with supported boundary conditions is investigated using atomistic simulations. The buckling strain and mechanical stiffness of monolayer graphene decrease with the percentage of randomly distributed vacancies.
Neek-Amal, Mehdi, Peeters, François
openaire +2 more sources
Ships and Offshore Structures, 2019
Unbonded flexible risers have been applied in the harsh environment for several decades, and structural failure sometimes appears. Owing to the large axial compression by installation or to the combined loads of axial compression and external pressure ...
Qing-Sheng Liu +3 more
semanticscholar +1 more source
Unbonded flexible risers have been applied in the harsh environment for several decades, and structural failure sometimes appears. Owing to the large axial compression by installation or to the combined loads of axial compression and external pressure ...
Qing-Sheng Liu +3 more
semanticscholar +1 more source
Axial compression fracture in carbon fibres
Journal of Materials Science, 1975Axial compression fracture of carbon fibres was studied by embedding single fibres in epoxy resin and compressing the specimens parallel to the fibre axis. By careful optical monitoring of the fibre surface the earliest stages of fracture were identified leading to estimates of the fibre axial compression failure strengths.
H. M. Hawthorne, E. Teghtsoonian
openaire +1 more source
Axially Symmetric Creep Buckling of Circular Cylindrical Shells in Axial Compression
Journal of Applied Mechanics, 1968Abstract The creep-buckling phenomenon of circular cylindrical shells subjected to axial compression is studied in the presence of initial imperfections when the creep strain rate is proportional to a power of the stress with the exponent greater than unity.
openaire +1 more source
Unique dynamic axial compression packing system
Journal of Chromatography A, 1998A new dynamic axial compression system (MultiPacker; MODcol, St. Louis, MO, USA) was tested for packing small particle stationary phases into 5.08 cm I.D. preparative columns. The unique design of this system allows a column to be removed and the hydraulic system be used to pack other columns. Several stationary phases were packed and theoretical plate
Carlos Orihuela +4 more
openaire +1 more source
Double-Tee Members in Axial Compression
Engineering Journal, 2015This paper presents tabulated compressive strengths of double-tee members, which are comprised of two WT members oriented with their flanges back to back (referred to as "2WTs"ť or "double WTs"ť hereafter). The benefits and typical use of these members are described, including schematic details of connection designs.
Leigh Arber, Meng Wang, Pat McManus
openaire +1 more source
Experimental Study on CFRP-PVC Confined RAC under Axial Compression
Solid State Phenomena, 2019Compared with natural aggregate concrete (NAC), the cylinder compressive strength and elastic modulus of Recycled aggregate concrete (RAC) are decreased, but the brittleness is increased.
Jie Lu +6 more
semanticscholar +1 more source
Construction and Building Materials, 2018
Twenty-four cylinders with different diameters (150 mm ≤ D ≤ 460 mm) and compressive strengths (C60, C45) were tested until failure to study the size effect behavior of concrete subjected to axial compression.
Peng Chen, Changyong Liu, Yuyin Wang
semanticscholar +1 more source
Twenty-four cylinders with different diameters (150 mm ≤ D ≤ 460 mm) and compressive strengths (C60, C45) were tested until failure to study the size effect behavior of concrete subjected to axial compression.
Peng Chen, Changyong Liu, Yuyin Wang
semanticscholar +1 more source