Generation of Optimal Load Paths for Corroded Reinforced Concrete Beams—Part I: Automatic Stiffness Adjustment Technique (Record no. 814265)
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000 -LEADER | |
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fixed length control field | 01786aab a2200217 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 | Yuan, Ping |
9 (RLIN) | 878596 |
100 ## - MAIN ENTRY--PERSONAL NAME | |
Personal name | Wang, Lei |
9 (RLIN) | 165799 |
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 I: Automatic Stiffness Adjustment Technique |
300 ## - PHYSICAL DESCRIPTION | |
Extent | 103-114 p. |
520 ## - SUMMARY, ETC. | |
Summary, etc. | The conversion of material density during nonlinear topologyoptimization (NTO) results in the excessive distortion of minimumdensity elements. An automatic stiffness adjustment technique is first proposed to overcome numerical instability. A multiproportional growth strategy of the minimum-density element stiffness is given according to the change of maximum strain. On this basis, a generation method of optimal load paths for corroded reinforced concrete (CRC) beams is presented by considering material properties loss and bond degradation. The design sensitivity in the form of corrosion-damaged strain energy is then derived based on the adjoint variable method. Finally, the effectiveness of the proposed method is illustrated by numerical examples. The load paths of CRC beams under various corrosion levels are studied. Results show that the proposed method can reasonably generate the load paths of CRC beams without the numerical instability. |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Automatic Stifiness Adjustment |
9 (RLIN) | 878597 |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Corroded Reinforced Concrete (RC) Beams |
9 (RLIN) | 878220 |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Nonlinear Topology Optimization |
9 (RLIN) | 878221 |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Optimal Load Paths |
9 (RLIN) | 878222 |
773 0# - HOST ITEM ENTRY | |
International Standard Serial Number | 08893241 |
Place, publisher, and date of publication | Farmington Hills,MI, U.S.A : American Concrete Institute |
Title | ACI Structural Journal |
856 ## - ELECTRONIC LOCATION AND ACCESS | |
Uniform Resource Identifier | <a href="DOI:10.14359/51738750">DOI:10.14359/51738750</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 |
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Periodical Section | Vol. 120, No.4 (July 2023) | 09/10/2023 | Articles |