Zobrazeno 1 - 10
of 47
pro vyhledávání: '"C. T. Morley"'
Autor:
C. T. Morley
Publikováno v:
Magazine of Concrete Research. 60:561-568
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b484df6ed6611df5ffc1611519dfde28
https://doi.org/10.1680/macr.2008.00034
https://doi.org/10.1680/macr.2008.00034
Autor:
C. T. Morley
Publikováno v:
Magazine of Concrete Research. 60:561-568
The paper considers the broad question of when and to what extent the theory of plasticity is useful in the analysis and design of reinforced concrete structures at the ultimate limit state of collapse. It covers early lower- and upper-bound approach
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::39e3155a56eb3c5de6802b162f987a3c
https://doi.org/10.1680/macr.2008.60.8.561
https://doi.org/10.1680/macr.2008.60.8.561
Autor:
C. T. Morley, K. Baskaran
Publikováno v:
Magazine of Concrete Research. 59:273-286
Flat slab construction has proved efficient and large numbers have been built. Often the layout of columns is limited to rectangular grid owing to the scarcity of structural analysis tools validated by experimental evidence. Recently, to break throug
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::483c4572595d0be9e93b5b6ed894be0e
https://doi.org/10.1680/macr.2007.59.4.273
https://doi.org/10.1680/macr.2007.59.4.273
Autor:
C. T. Morley, S.K. Das
Publikováno v:
International Journal of Mechanical Sciences. 47:1629-1647
When a concrete slab with low steel proportion is laterally restrained, the load carrying capacity is enhanced due to the phenomenon of compressive membrane action. Despite the known advantages, the absence of a formula, that could explicitly calcula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1449a75e9473ff8cd611aea7309a4b1e
https://doi.org/10.1016/j.ijmecsci.2005.04.007
https://doi.org/10.1016/j.ijmecsci.2005.04.007
Autor:
K. Baskaran, C. T. Morley
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 157:395-404
This paper describes some yield line collapse patterns for interior flat slab panels supported on a parallelogram column grid. These patterns were used to analyse six model slabs tested at the Cambridge University Engineering Department as part of on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::26f874efa9b1172cac3a5e03e79c5c01
https://doi.org/10.1680/stbu.2004.157.6.395
https://doi.org/10.1680/stbu.2004.157.6.395
Autor:
K. Baskaran, C. T. Morley
Publikováno v:
Magazine of Concrete Research. 56:367-374
This paper outlines a new experimental method developed to test flat slabs with simple uniform loading and improved boundary conditions. A new form of punching shear reinforcement, which will increase the punching shear resistance without affecting t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7c7d2e639a601daa00352f3549caec74
https://doi.org/10.1680/macr.2004.56.6.367
https://doi.org/10.1680/macr.2004.56.6.367
Autor:
C. T. Morley, S.R. Denton
Publikováno v:
International Journal of Mechanical Sciences. 42:503-522
Two simple approaches for investigating the behaviour of strain-softening structures are examined. The first is based on a modified form of the upper bound theorem of limit analysis: whilst the method proves unsuccessful, the theorem being disproved
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9416e12ffea5a39610801c4ec2ea0d13
https://doi.org/10.1016/s0020-7403(99)00010-7
https://doi.org/10.1016/s0020-7403(99)00010-7
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 128:264-273
A three-dimensional upper-bound plasticity solution to the problem of shear assessment of existing concrete bridges is presented. A review of present shear assessment methods for concrete bridges is provided, and shortcomings highlighted. A series of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45baf3b1f314a33e7338b3ee17ef7239
https://doi.org/10.1680/istbu.1998.30460
https://doi.org/10.1680/istbu.1998.30460
Publikováno v:
Magazine of Concrete Research. 50:67-73
This paper describes the calibration of a two-dimensional (2D) plasticity-based upper-bound analysis model for the assessment of shear in reinforced concrete beams. This work is part of an ongoing research effort at the University of Cambridge, aimed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c501c5f209d950a094b131164e8ec2f2
https://doi.org/10.1680/macr.1998.50.1.67
https://doi.org/10.1680/macr.1998.50.1.67
Autor:
Natalya Hearn, C. T. Morley
Publikováno v:
Materials and Structures. 30:404-411
Leak-tightness of concrete is often judged in terms of the D'Arcy coefficient determined by the flow of water through saturated concrete at a constant rate. In the case of flow through saturated concrete, this rate often reduces with time and reachin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::68a3e20552c3e5e514765651a05e7104
https://doi.org/10.1007/bf02498563
https://doi.org/10.1007/bf02498563