Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Nasr Z. Hassan"'
Publikováno v:
HBRC Journal, Vol 14, Iss 3, Pp 393-399 (2018)
Flat-slab system is widely used nowadays. Major and critical problem of this system is its sudden brittle failure is called punching shear failure. To overcome the punching failure problem, there are many ways to increase the punching shear strength
Externí odkaz:
https://doaj.org/article/c7c1a1542da24e30b4df1d5257f68f6a
Publikováno v:
HBRC Journal, Vol 14, Iss 3, Pp 272-281 (2018)
One of the major problems of flat slab is the punching shear failure of slab-column connection. This form of failure must be avoided.Fourteen slab-column connections are tested to failure and categorized in two phases. The first “Phase I” consist
Externí odkaz:
https://doaj.org/article/f73f36a10ce84d08a1943aa7f4ca7c42
Publikováno v:
Ain Shams Engineering Journal, Vol 8, Iss 4, Pp 531-537 (2017)
Transverse openings are often provided through reinforced concrete beams to accommodate utility ducts and pipes. Finite element analysis has been used in order to study this problem. Fifty-seven beams analyzed using finite element program ANSYS V12.
Externí odkaz:
https://doaj.org/article/94d14ee1880747039a2f82214e5c21e0
These days, the most popular method for enhancing the flexural, shear and torsional properties of concrete is steel fiber reinforced concrete (SFRC). This study examines the torsional behavior of steel-fiber reinforced concrete beams in pure torsion.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0b371d9721e537cc3bbac0a55bad78d9
Publikováno v:
Engineering Research Journal. 167:244-256
n the last few decades, Fiber-Reinforced Polymers (FRP) bars have emerged as alternatives to conventional steel reinforcing bars to overcome the corrosion problem found in reinforced concrete structures. Fiber Reinforced polymer (FRP) is a new materi
Publikováno v:
JES. Journal of Engineering Sciences. 40:1325-1336
One of the most common defects encountered in reinforced concrete structures is the fire exposure. Therefore, strengthening investigations that attempt to increase the ultimate load capacity of the defected structural elements have become an importan
Publikováno v:
JES. Journal of Engineering Sciences. 37:507-520
One of the most common problems encountered in reinforced concrete structures is the non-conformity of the element properties and load capacity with the design expectations. Therefore, strengthening investigations that attempt to increase the load ca