Please use this identifier to cite or link to this item:
http://hdl.handle.net/1942/31904
Title: | Numerical modeling of composite beam to reinforced concrete wall joints: Part II: Global behavior | Authors: | GOUVEIA HENRIQUES, Jose Simões da Silva, L. Valente, I. |
Issue Date: | 2013 | Publisher: | ELSEVIER SCI LTD | Source: | Engineering Structures, 22, p. 734-746 | Abstract: | This paper presents the second part of a numerical study that aims to reproduce the behavior of a novel type of joint between a composite beam and reinforced concrete wall using the finite element software ABAQUS. The joint configuration was developed within the RFCS project “InFaSo”, which provided the experimental results. In a preceding paper, the calibration of the joint components modeling through benchmarking was presented. Next, a three-dimensional FE model is proposed to simulate stiffness, strength and rotation behavior of the complete joint. The comparison between computation and experiments highlights the degree of accuracy of the proposed models. Subsequently, using the numerical data produced, the global behavior of the joint is further exploited. Finally, some parametrical variations put in evidence the influence of the longitudinal reinforcement bars in the composite beam, as the governing component, and analyze a variant of the joint configuration that aims to improve its performance. | Keywords: | Composite beam to reinforced concrete wall joint;Numerical model;Moment-rotation response;Joint components;Longitudinal reinforcement bars | Document URI: | http://hdl.handle.net/1942/31904 | ISSN: | 0141-0296 | e-ISSN: | 1873-7323 | DOI: | 10.1016/j.engstruct.2013.03.040 | ISI #: | WOS:000319951400062 | Category: | A2 | Type: | Journal Contribution |
Appears in Collections: | Research publications |
Show full item record
WEB OF SCIENCETM
Citations
13
checked on Aug 27, 2024
Page view(s)
26
checked on Jun 28, 2023
Google ScholarTM
Check
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.