Practical Approach to Predict Web-Shear Strength of Deep Prestressed Hollow-Core Slabs (Record no. 815202)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 01821aab a2200229 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240527b20242024|||br||| |||| 00| 0 eng d |
| 022 ## - INTERNATIONAL STANDARD SERIAL NUMBER | |
| International Standard Serial Number | 0889-3241 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Ernesto Hernández |
| 9 (RLIN) | 882128 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Alessandro Palermo |
| 9 (RLIN) | 882129 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Ali Amin |
| 9 (RLIN) | 882130 |
| 245 ## - TITLE STATEMENT | |
| Title | Practical Approach to Predict Web-Shear Strength of Deep Prestressed Hollow-Core Slabs |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 127-141 p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | This 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 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Biaxial Tensile Strength |
| 9 (RLIN) | 882131 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Deep Members |
| 9 (RLIN) | 882132 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Prestressed Hollow Core Slabs |
| 9 (RLIN) | 882133 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Shear Stress Distribution |
| 9 (RLIN) | 882134 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Web-Shear Strength |
| 9 (RLIN) | 172047 |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Farmington Hills,MI, U.S.A : American Concrete Institute |
| International Standard Serial Number | 08893241 |
| Title | ACI Structural Journal |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="DOI: 10.14359/51740249">DOI: 10.14359/51740249</a> |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Suppress in OPAC | No |
| Koha item type | Articles |
| -- | 14993 |
| -- | Mr. Muhammad Rafique Al Haj Rajab Ali (Late) |
| Not for loan | Home library | Serial Enumeration / chronology | Total Checkouts | Date last seen | Koha item type |
|---|---|---|---|---|---|
| Periodical Section | Vol.121, No.2 (March 2024) | 27/05/2024 | Articles |