000			01821aab a2200229 4500
008			240527b20242024|||br||| |||| 00| 0 eng d
022			_a0889-3241
100			_aErnesto Hernández _9882128
100			_aAlessandro Palermo _9882129
100			_aAli Amin _9882130
245			_aPractical Approach to Predict Web-Shear Strength of Deep Prestressed Hollow-Core Slabs
300			_a127-141 p.
520			_aThis study proposes a practical design approach to estimate the web-shear strength of deep prestressed hollow-core slabs (PHCS). It explores the effects of critical factors such as the shear stress distribution, biaxial tensile strength, and the reduction in effective compressive stress in concrete, quantifying their impact on web-shear strength. A data set of 85 entries is used to undertake a comparative assessment, demonstrating the improved safety and accuracy of the proposed methodology against current design provisions and previous proposals. Moreover, it is shown that neglecting the beneficial effect of the prestressing force in the transfer region leads to a conservative estimation of the web-shear strength. Furthermore, the study introduces three modified design expressions based on ACI 318-19, fib Model Code 2010, and CSA A23.3-14 standards. The proposed methodology has practical implications for enhancing the safe and cost-effective use of deep PHCS in construction practice.
650			_aBiaxial Tensile Strength _9882131
650			_aDeep Members _9882132
650			_aPrestressed Hollow Core Slabs _9882133
650			_aShear Stress Distribution _9882134
650			_aWeb-Shear Strength _9172047
773	0		_dFarmington Hills,MI, U.S.A : American Concrete Institute _x08893241 _tACI Structural Journal
856			_uDOI: 10.14359/51740249
942			_2ddc _n0 _cART _o14993 _pMr. Muhammad Rafique Al Haj Rajab Ali (Late)
999			_c815202 _d815202