Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Abd El-Hakim Khalil"'
Publikováno v:
Journal of Engineering Research - Egypt, Vol 2, Iss August, Pp 62-74 (2018)
Many floor systems contain wide shallow beams to carry floor loads and transfer it to columns. For example, in bridge construction, a system of wide shallow beams (WSBs) may provide a simple and economical system to transfer loads from the slab deck
Externí odkaz:
https://doaj.org/article/dc56da58075e44268e095030a353639a
Publikováno v:
Alexandria Engineering Journal, Vol 55, Iss 2, Pp 1483-1496 (2016)
Ultra High Performance Strain Hardening Cementitious Composites (UHP-SHCC) are useful for strengthening or repairing concrete members. However there is a need to use refined analytical tools to simulate response of strengthened system. In this study,
Externí odkaz:
https://doaj.org/article/9d3456d5b04d4fbe89527e85b6b01c51
Publikováno v:
Journal of Engineering Research. 2:62-74
Many floor systems contain wide shallow beams to carry floor loads and transfer it to columns. For example, in bridge construction, a system of wide shallow beams (WSBs) may provide a simple and economical system to transfer loads from the slab deck
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0eac730a9bd75ef83a593b97955b5e59
https://doi.org/10.21608/erjeng.2018.125122
https://doi.org/10.21608/erjeng.2018.125122
Publikováno v:
Engineering Structures. 140:151-163
Ultra High Performance Strain Hardening Cementitious Composites (UHP-SHCC) is a newly developed construction material, has large advantages on large strain capacity as well as high compressive and tensile strength, which is useful for strengthening o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9c88c347a3b3163fd0d4387f1965bcc
https://doi.org/10.1016/j.engstruct.2017.02.049
https://doi.org/10.1016/j.engstruct.2017.02.049
Publikováno v:
Scipedia Open Access
Scipedia SL
Scipedia SL
Ultra High Performance Strain Hardening Cementitious Composites (UHP-SHCC) are useful for strengthening or repairing concrete members. However there is a need to use refined analytical tools to simulate response of strengthened system. In this study,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4de720d3b7b79abc187dff288eff33e6
Autor:
Abd El-Hakim Khalil, Ahmed Atta
Publikováno v:
Magazine of Concrete Research. 67:133-144
Structures may need to be strengthened because they have reached their life expectancy, they may not be compatible with upgraded design standards, there may be mistakes in their design or construction, or they may have been exposed to unpredicted loa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89e52386cf26215c14c37e0d95b752d3
https://doi.org/10.1680/macr.14.00250
https://doi.org/10.1680/macr.14.00250
Publikováno v:
Proceedings of International Structural Engineering and Construction. 4
Ultra High Performance Strain Hardening Cementitious Composites (UHP-SHCC) are a composite material comprising a cement-based matrix and short fibers with outstanding mechanical and protective performance which having large advantages on large strain
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::957813b4f05d55933244f1f1d9a810e7
https://doi.org/10.14455/isec.res.2017.215
https://doi.org/10.14455/isec.res.2017.215
Publikováno v:
Proceedings of International Structural Engineering and Construction. 4
Ultra High-Performance Strain Hardening Cementitious Composites (UHP-SHCC) is a newly developed construction material, has large advantages on large strain capacity as well as high compressive and tensile strength, which is useful for strengthening o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e35182d20940a6684cf30130305de66
https://doi.org/10.14455/isec.res.2017.225
https://doi.org/10.14455/isec.res.2017.225
Autor:
Ahmed Atta, Abd El-Hakim Khalil
Publikováno v:
Journal of Performance of Constructed Facilities. 30
Over-reinforced sections fail suddenly by compression concrete crushing when their ultimate compressive strain has been exceeded but the longitudinal reinforcement strain has not yielded. This study investigates the use of cementitious repair materia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe6acde40b303d714ffbdb033eefeab4
https://doi.org/10.1061/(asce)cf.1943-5509.0000857
https://doi.org/10.1061/(asce)cf.1943-5509.0000857