Finite element modeling is employed to study the behavior and characteristics of flush end plate, bolted connections. To investigate the failure mechanism and non-linear behavior of the connections a 3D model is created and analyzed using non-linear material models and contacts between components of the connection. The paper shows the good agreement between the experimental and numerical results.
Ricles J.M., Sause R., Peng S.W., Lu L.W. Experimental evaluation of earthquake resistant posttensioned steelconnections,
ASCE Journal of Structural Engineering
, Vol. 128, No. 7, 2002, pp. 850–859.
Zygomalas M., Iványi P., Baniotopoulos C.C. Pullout of steel bolts from plates in structural steelconnections,
Proceedings of the 5th National (Greek) Conference on Metal Structures
, (in Greek), 2005, pp. 338
Authors:Hasan Demir, Moghtada Mobedi, and Semra Ülkü
mbar at 120 °C.
The heats of adsorption of adsorbent were measured using Tian–Calvet-type microcalorimetry system which composed of microcalorimeter cell, stainless steelconnection tubes, pressure transducers, thermocouples, data logger, and a
Authors:A. Nixon, M. Ferrandon, M. H. Kaye, and L. Trevani
Corporation, EQ-GSL-110) with a quartz tube and stainless steelconnections for gas injection. Since Cl 2 and HCl are two possible reaction products, the outlet tubing was connected to a two-stage scrubber containing a concentrated NaOH solution. In all cases