Zobrazeno 1 - 10
of 55
pro vyhledávání: '"Hubert K. Hilsdorf"'
This book is based on Reinforced Concrete-Prestressed Concrete, Volume 2, Accounting for the Effects of Creep and Shrinkage on the Behavior of Structural Systems by Hubert Rusch and Dieter Jungwirth, which appeared in German in 1976. Even then, it wa
Publikováno v:
Cement and Concrete Research. 5:631-634
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bfbe4a5591f2bf889066a5189c2a55c3
https://doi.org/10.1016/0008-8846(75)90063-0
https://doi.org/10.1016/0008-8846(75)90063-0
Publikováno v:
Cement and Concrete Research. 10:589-599
In this paper a model law for the notch sensitivity of brittle materials, for instance hardened cement paste, mortar or concrete is presented. This model law shows that notch sensitivity is a necessary however not a sufficient condition for the appli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eab4ed4635bdd0f6b4192ebcdc0db580
https://doi.org/10.1016/0008-8846(80)90022-8
https://doi.org/10.1016/0008-8846(80)90022-8
Autor:
Hubert K. Hilsdorf, B. Hillemeier
Publikováno v:
Cement and Concrete Research. 7:523-535
An experimental and analytical investigation was conducted to determine fracture mechanics characteristics of hardened cement paste, aggregates and aggregate-cement paste interfaces. For this the fracture toughness KIc was determined on wedge loaded
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67d75c82e6349e3211c93a2850b7b023
https://doi.org/10.1016/0008-8846(77)90114-4
https://doi.org/10.1016/0008-8846(77)90114-4
Autor:
Edwin G. Burdette, Hubert K. Hilsdorf
Publikováno v:
Journal of the Structural Division. 97:587-602
The results of an experimental and analytical investigation of the effect of non-uniform lateral confinement, such as that produced by closely spaced rectangular ties, on the behavior of concrete columns are presented. The main parameters studied wer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cbe2f01871c0e26d97dc574a71504ddb
https://doi.org/10.1061/jsdeag.0002819
https://doi.org/10.1061/jsdeag.0002819
Publikováno v:
Cement and Concrete Research. 3:363-388
The nature of progressive crack growth in plain concrete under compressive loads was investigated. A conceptual model was formulated to describe crack extension at a given stress as well as the manner in which ultimate failure of concrete takes place
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::80478e8a6cf379674ef6cf908e605723
https://doi.org/10.1016/0008-8846(73)90076-8
https://doi.org/10.1016/0008-8846(73)90076-8
Autor:
Harald S. Müller, Hubert K. Hilsdorf
Publikováno v:
Cement and Concrete Research. 13:441-443
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b8d83a0772655ea9425e4ab14525b4a
https://doi.org/10.1016/0008-8846(83)90046-7
https://doi.org/10.1016/0008-8846(83)90046-7
Publikováno v:
Creep and Shrinkage ISBN: 9781461254263
As a rule, it is not necessary to know the modulus of elasticity of concrete Ec with precision in order to determine the stresses and action effects caused by loads. It is enough to use the approximations according to Section 3.1.4. However, it is an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e235028320c3630bc91219f4ae608407
https://doi.org/10.1007/978-1-4612-5424-9_8
https://doi.org/10.1007/978-1-4612-5424-9_8
Publikováno v:
Creep and Shrinkage ISBN: 9781461254263
In order to facilitate an understanding of the effect that creep and shrinkage have on a given structure, it is useful to break down the stresses and action effects1 occurring in a reinforced concrete structure into the following groups: Load-induced
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ce1a90992c33d36ca59e622a7c783fd
https://doi.org/10.1007/978-1-4612-5424-9_2
https://doi.org/10.1007/978-1-4612-5424-9_2
Publikováno v:
Creep and Shrinkage ISBN: 9781461254263
If the creep deformation is expressed in terms of the ratio ϕ = ɛc/ɛe, i.e., the creep strains under constant stress ɛc and the elastic strain ɛe,while shrinkage is expressed in terms of the shrinkage strain ɛs, the foregoing explanations about
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e4d7460602ee82f544ad0bcb63dc2c0
https://doi.org/10.1007/978-1-4612-5424-9_5
https://doi.org/10.1007/978-1-4612-5424-9_5