In general, the experimental procedure consisted of five types of walls: three had staggered openings (SW23, SW45 and SW67), one with regular openings (SW8) and one without openings (SW1). Stress level in the FRP reinforcement
5. ACI 440. The shear wall R-SW4-1 has shown improvement of lateral load carrying capacity and lateral displacements were significantly increased (7.
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1. The peak load and corresponding deflection were also recorded from the load cell and deflection scale of the UTM. General Considerations for Flexural Strengthening
5. Some additional aspects of debonding
5. 8. The strengthened beams showed high deflection values under ultimate and failure loads because of the EB CFRP layer.
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This failure was mainly influenced by CFRP rupture, and maximum steel yielding was also observed for this beam. Altin et al. 2. Table of contents :
Title
Contents
Chapter 1. The failure pattern of the strengthened beams considerably depends on strengthening configuration and internal steel reinforcement, which control the ultimate effectiveness of strengthening. Behfarnia and Shirneshana (2017) have developed a nonlinear FE model to investigate the lateral behavior of the squat shear wall with opening strengthened by FRP strips with four different configurations.
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3. 7. Walls with regular openings had a brittle failure by crushing the concrete in the coupling beams due to shear forces, followed by yielding of the horizontal reinforcement in these beams. As observed for specimens with varying surface treatments, this statement is in agreement with the observed results. 4. 11.
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6, 2. At the inner edge next to the openings, a 500-mm-long CFRP sheets were applied at each pier with fibers oriented in the vertical direction for flexural strengthening. FE meshing of all three components is shown in Fig. 2.
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The vertical deflection of the beam at the point of loading at the first crack load was also recorded as deflection at cracking load. 57. 2R-17 [35] for predicting the load capacity of flexurally and shear-strengthened beams by EB FRP sheets are relatively conservative. 2.
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2. First RC beam wrapped with carbon fiber reinforced polymer (CFRP) sheet and second with glass fiber reinforced polymer (GFRP) sheet. CFRP is modeled using three-dimensional reduced integration shell element (S4R). 2R-02)
5. The FE results showed the improvement of the ultimate load and displacement capacity of the shear wall.
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Shear strengthening
5. 7-26. Meanwhile, the load capacity of the shear-strengthened B3 and B4 beam specimens were find here using Eq. For the CDP model, several parameters are required including the elastic modulus which is defined in Eq.
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The average compressive strength of concrete used in this study was measured as 50 MPa. 2. Slenderness limits of circular columns
5. 80 for concrete at 29 MPa; and c distance from the extreme compression fiber to the neutral axis. Compressive behavior
2. 3.
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The 2D analysis has been used to determine the wall dimensions and the reinforcement needed based on the ACI 318-14. 1. The concrete mix for the specimens were prepared using ordinary Portland cement (OPC 43 grade, which conforms to the requirement of the IS 8112 standards) [36], coarse sand, and crushed stones. 2.
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Other debonding failures
5. Design Example 3: A Case Study
Bibliography
IndexDetailsLog in to leave a comment MEMBERSHIP BENEFITS✓ Full Access to Unlimited Downloads✓ Advertisements FREE✓ 1700+ Software Downloads✓ 4000+ E-Books✓ 9000+ Training Videos and Manual✓ Direct Learn More Here Assist to Install Software via TeamViewer✓ 24×7 Email Support. Comparisons of secant stiffness degradation and energy dissipation capacity of all specimensDuctility is considered as a very important property in achieving the acceptance of FRP-reinforced concrete structures in practice [26]. These figures indicate that the lateral displacement and lateral load carrying capacity were significantly increased.
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2. 2. As observed, the first crack loads were independent of the strengthened system but dependent on concrete and steel properties. Compute the balanced plate ratio (ρf, b)
6. (5), Poisson’s ratio and the plasticity parameters.
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2. 0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. .