Creep deformation in reinforced concrete beams.

Date

1967

Author

Atımtay, Ergin

Metadata

Show full item record

Item Usage Stats

167
views

0
downloads

URI

https://hdl.handle.net/11511/4775

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

Creep properties of asphaltic concrete under repeated loading Uluğtekin, Erkan; Acar, S. Osman; Department of Civil Engineering (1999)
Fatigue performance of PVA fibre reinforced cementitious composite overlays Aleessa Alam, Burhan; Yaman, İsmail Özgür (2019-07-31) Pavement maintenance and rehabilitation is as much important as the construction work itself. In this scope, applying the correct and efficient repair method is highly critical for economic and technical reasons. Depending on the damage level, many alternative repair methods exist. Using an overlay is one common method, where a new layer can be directly applied over or replace the top part of an existing pavement. This overlay can be made from asphalt or concrete as well. With the advances in the concrete t...
Creep Behaviour of a Polymer-based Underground Support Liner Güner, Doğukan; Öztürk, Hasan (2017-07-09)
Creep behaviour analysis of thin spray-on liners Güner, Doğukan; Öztürk, Hasan; Department of Mining Engineering (2020) Thin Spray-on Liner (TSL) is a relatively thin (2–5 mm) and fast-setting liner material used by spraying onto rock surfaces to support underground excavations. Areal support materials that are sprayed onto the rock, such as shotcrete or liners, are able to generate support resistance at small rock deformations and can prevent underground rockfalls from happening in the first place. However, where large ground convergence occurs, the more flexible TSLs may provide superior support over the full range of rock...
Vibration Analysis of a Cracked Beam on an Elastic Foundation Batihan, Ali Cagri; Kadıoğlu, Fevzi Suat (2016-06-01) The transverse vibrations of cracked beams with rectangular cross sections resting on Pasternak and generalized elastic foundations are considered. Both the Euler-Bernoulli (EB) and Timoshenko beam (TB) theories are used. The open edge crack is represented as a rotational spring whose compliance is obtained by the fracture mechanics. By applying the compatibility conditions between the beam segments at the crack location and the boundary conditions, the characteristic equations are derived, from which the n...

Citation Formats

E. Atımtay, “Creep deformation in reinforced concrete beams.,” Middle East Technical University, 1967.