Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Ahmed B. Shuraim"'
Publikováno v:
Journal of Civil Engineering and Management, Vol 22, Iss 4 (2016)
The effect of stirrups damage due to corrosion on the shear strength and behaviour of reinforced concrete beams was experimentally investigated. A total of fourteen full-scale reinforced concrete beams were constructed and tested under four-point ben
Externí odkaz:
https://doaj.org/article/b6ac806b12ad459092de360a9f11f683
Autor:
Ahmed B. Shuraim
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 15, Iss 2, Pp 199-215 (2003)
Reinforced concrete slabs on secondary beams differ from two-way slabs on beams in the fact that the latter has vertical supports at the intersection of the beams whereas the former does not. In the absence of specific code provisions for the former,
Externí odkaz:
https://doaj.org/article/a0f63bd0e5da4c4caa808f97bac7e113
Autor:
Ahmed B. Shuraim
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 15, Iss 2, Pp 181-196 (2003)
The behavior and the appropriate method of analysis for two-way slab systems supported by a grid of main and secondary beams are not fully understood. The overall objective of this two-part study is to investigate the applicability of the ACI code me
Externí odkaz:
https://doaj.org/article/53ce657cccf249d185593e1937879efe
Autor:
Rajeh A. Al-Zaid, Ahmed K. El-Sayed, Abdulaziz I. Al-Negheimish, Ahmed B. Shuraim, Abdulrahman M. Alhozaimy
Publikováno v:
Latin American Journal of Solids and Structures, Vol 11, Iss 6, Pp 946-965
Reinforced concrete wide shallow beams (WSBs) are commonly used in the joist flooring systems. The structural behavior of WSBs strengthened with carbon fiber reinforced polymer (CFRP) reinforcement was studied on isolated beams and as part of full-sc
Externí odkaz:
https://doaj.org/article/7bbee2a724bb40a9b964980d2c64a364
Autor:
Ahmed B. Shuraim
Publikováno v:
Latin American Journal of Solids and Structures, Vol 9, Iss 2, Pp 1-19
The paper presents the results of an investigation on the diagnosis and assessment of a full-scale reinforced concrete floor utilizing a 3-D forensic model developed in the framework of plasticity-damage approach. Despite the advancement in nonlinear
Externí odkaz:
https://doaj.org/article/8c6645308da74801810eaf7c1442dda8
Autor:
Ahmed B. Shuraim
Publikováno v:
Latin American Journal of Solids and Structures, Vol 11, Iss 1, Pp 93-112
The paper presents a rational procedure for evaluating the concrete shear strength in reinforced concrete beams. Previous research has shown that the shear in concrete is resisted by various mechanisms and the resistance degrades with the increase of
Externí odkaz:
https://doaj.org/article/a11e37d41a1e491b8cefdeab491467d8
Autor:
Raja Rizwan Hussain, Abdulrahman M. Alhozaimy, Mohammed M. Al-Humaiqani, Fahid Aslam, Ahmed B. Shuraim
Publikováno v:
Construction and Building Materials. 175:321-332
This paper examines the relation between strength and elastic modulus of high performance concrete (HPC) tailored from various heavy and normal weight aggregates coupled with the effect of micro-silica as a supplementary cementitious material (SCM).
Publikováno v:
Computers and Concrete. 17:739-760
This paper reports on punching shear behavior of reinforced concrete panels, investigated experimentally and through finite element simulation. The aim of the study was to examine the punching shear of high strength concrete panels incorporating diff
Autor:
Ahmed K. El-Sayed, Ahmed B. Shuraim
Publikováno v:
Engineering Structures. 117:71-85
The strut and tie model (STM) has emerged as an alternative effective design methodology particularly for D-regions and complex structural concrete members. This paper verifies the applicability of STM for predicting the shear capacity of high streng
Publikováno v:
Construction and Building Materials. 100:52-62
This research paper deals with the influence of high performance reinforced concrete (HPRC) produced from different heavy and normal weight aggregates on the corrosion rate of steel rebars. Three normal weight and two heavy weight coarse aggregate so