Analysis of the influence of input parameters on the flexure test simulation of recycled aggregate concrete beam (Record no. 23451)
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| 000 -LEADER | |
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| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250930141543.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 250930b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 27258 |
| Author | Pawar, Akshay J. |
| 245 ## - TITLE STATEMENT | |
| Title | Analysis of the influence of input parameters on the flexure test simulation of recycled aggregate concrete beam |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.99(7), Jul |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Thane |
| Name of publisher, distributor, etc. | ACC LTD |
| Year | 2025 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 9-15p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | The scaled recycled coarse aggregate concrete beam specimen tests have been simulated in finite element analysis (FEA) based analysis software, ATENA 3D, which is explicitly developed for analysis of reinforced cement concrete (RCC) structural elements. ATENA 3D offers freedom to the users to define the measured stress-strain relationship of the materials as input parameters through user define material definitions. Two numbers of scaled reinforced concrete (RC) beam specimens were tested in the laboratory and subsequently simulated to analyse the response. Each beam specimen was (125 × 250) mm in cross-section and 2100 mm long. Experimentally evaluated values of compressive strength, split tensile strength and elastic modulus of concrete besides reported values of thermal coefficients and Poisson’s ratio of concrete have been used as inputs against default inputs to explore the enhancement in the quality of simulation. Furthermore, in order to explore the potential for enhancing the simulation, the utilization of measured stress-strain relationship for the materials has been examined as an alternative to the default values. For subsequent analysis, a commonly reported constitutive relationship for recycled coarse aggregate concrete, as reported in the literature, has been considered. In addition to strength, the load deformation characteristics of simulated beams were compared to those of beam specimens examined in the laboratory. The outcomes show that, tends of load carrying capacity reflect similar behavior, especially with due consideration of appropriate input parameters. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4621 |
| Topical term or geographic name entry element | Civil Engineering |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 27259 |
| Co-Author | Suryawanshi, S. R. |
| 773 0# - HOST ITEM ENTRY | |
| International Standard Serial Number | 0019-4565 |
| Title | Indian Concrete Journal - ICJ |
| Place, publisher, and date of publication | Thane ACC Limited |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://www.icjonline.com/editionabstract_detail/072025 |
| Link text | Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Total Checkouts | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 30/09/2025 | 2025-1490 | 30/09/2025 | 30/09/2025 | Articles Abstract Database |