Generation of Optimal Load Paths for Corroded Reinforced Concrete Beams Part II: Multi-Angle Truss Model (Record no. 814266)

MARC details
000 -LEADER
fixed length control field 01888aab a2200229 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 231009b20232023|||br||| |||| 00| 0 eng d
022 ## - INTERNATIONAL STANDARD SERIAL NUMBER
International Standard Serial Number 0889-3241
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Wang, Lei
9 (RLIN) 165799
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Yuan, Ping
9 (RLIN) 878596
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Floyd, Royce W.
9 (RLIN) 171311
245 ## - TITLE STATEMENT
Title Generation of Optimal Load Paths for Corroded Reinforced Concrete Beams Part II: Multi-Angle Truss Model
300 ## - PHYSICAL DESCRIPTION
Extent 115-126 p.
520 ## - SUMMARY, ETC.
Summary, etc. A multi-angle truss model is proposed based on the optimal load paths of corroded reinforced concrete (CRC) beams. The load paths of CRC beams at the ultimate limit state, considering various corrosion levels, shear span-depth ratios, stirrup ratios, and loading methods are first studied. The load paths incorporating multiple variable-inclination struts can realistically describe the force-transfer mechanisms of CRC beams under flexure-shear interaction. The limiting failure criteria of the proposed truss model are then presented to estimate the shear capacity of CRC beams. Finally, the proposed model is verified by comparing with the experimental results of uncorroded and corroded reinforced concrete (RC) beams. Results show that the proposed model can reasonably predict the shear capacity and failure mode of CRC beams. For CRC beams at the ultimate limit state, corrosion damage has a negligible influence on the trajectory of load paths.The load paths change with the increase of the shear span-depth ratios of CRC beams.
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Corroded Reinforced Concrete (CRC) Beams
9 (RLIN) 878598
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Multi-Angle Truss Model
9 (RLIN) 878599
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Multiple Variable-Inclination Struts
9 (RLIN) 878600
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Optimal Load Paths
9 (RLIN) 878222
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Shear Capacity
9 (RLIN) 170878
773 0# - HOST ITEM ENTRY
International Standard Serial Number 08893241
Title ACI Structural Journal
Place, publisher, and date of publication Farmington Hills,MI, U.S.A : American Concrete Institute
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="DOI:10.14359/51738751">DOI:10.14359/51738751</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)
Holdings
Not for loan Home library Serial Enumeration / chronology Total Checkouts Date last seen Koha item type
  Periodical Section Vol. 120, No.4 (July 2023)   09/10/2023 Articles