Stress-strain behaviour of randomly distributed, discrete fiber and mesh reinforced sand.

Date

1993

Author

Uysal, Cem

Metadata

Show full item record

Item Usage Stats

137
views

0
downloads

URI

https://hdl.handle.net/11511/10201

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

Stress-deformation behavior of fiber reinforced sand in direct shear box Tokatli, Saffet; Erol, A. Orhan; Department of Civil Engineering (1992)
Stress analysis of symmetric aluminum composite-laminated beams under a bending moment: Materially nonlinear only Sayman, O; Belevi, M; Altinhan, M (SAGE Publications, 2005-01-01) In this study, an elastic-plastic stress analysis is carried out on symmetric laminated composite beams subjected to a bending moment. The composite beam is to be strain hardening. The Bernoulli and Euler hypotheses are assumed to be valid. The Tsai-Hill theory is used as a yield criterion in the solution. The solution is carried out for (90 degrees/0 degrees)(2), (30 degrees/-30 degrees)(2), (45 degrees/-45 degrees)(2), and (60 degrees/-60 degrees)(2) orientations. The bending moment is to be found the hig...
Stress strain behaviour of structural lightweight concrete under confinement Şenel, Mehmet Ali; Tasbahjı, Tayseer; Turanlı, Lutfullah; Sarıtaş, Afşin (null; 2015-12-11) : In this study, stress-strain behavior of structural lightweight concrete is studied under unconfined and confined conditions. To this end, the use of naturally occurring perlite material as lightweight aggregate and cement replacement material is considered. Although there are several studies on the confinement effects on normal weight concrete, there is lack of data on the confinement behavior attained for structural lightweight concrete by spiral or stirrup reinforcement. In order to evaluate the perfor...
Stress analysis in welded butt joints. Aydın, Erol; Department of Mechanical Engineering (1989)
Stress Scaling Factors for Seismic Soil Liquefaction Engineering Problems: A Performance-Based Approach Çetin, Kemal Önder; Bilge, Habib Tolga (2013-06-19) Most of the widely used seismic soil liquefaction triggering methods propose cyclic resistance ratio (CRR) values valid at the reference normal effective stress (sigma(v,0)') of one atmosphere and zero static shear stress (tau(st,0)) states. Then, a series of correction factors are applied on this reference CRR, for the purpose of assessing the variability due to normal effective and static shear stress states (i.e. K-sigma and K-alpha corrections) acting on the horizontal plane. In the literature, a number...

Citation Formats

C. Uysal, “Stress-strain behaviour of randomly distributed, discrete fiber and mesh reinforced sand.,” Middle East Technical University, 1993.