Lamanna et al., 2004 - Google Patents
Mechanically fastened FRP strengthening of large scale RC bridge T beamsLamanna et al., 2004
- Document ID
- 9305963918137415814
- Author
- Lamanna A
- Bank L
- Borowicz D
- Publication year
- Publication venue
- Advances in Structural Engineering
External Links
Snippet
A new method has been developed for strengthening reinforced concrete beams for flexure which uses multiple mechanical fasteners to attach a fiber reinforced polymer (FRP) strip to the member. This study investigates the behavior of the method on full scale concrete T …
- 238000005728 strengthening 0 title abstract description 35
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Zaki et al. | Performance of CFRP-strengthened concrete beams fastened with distributed CFRP dowel and fiber anchors | |
| Yuan et al. | Bond behavior between basalt fibres reinforced polymer sheets and steel fibres reinforced concrete | |
| Bank et al. | Analysis of RC beams strengthened with mechanically fastened FRP (MF-FRP) strips | |
| Alagusundaramoorthy et al. | Flexural behavior of R/C beams strengthened with carbon fiber reinforced polymer sheets or fabric | |
| Al-Saidy et al. | Structural performance of corroded RC beams repaired with CFRP sheets | |
| Woo et al. | Suggestion of flexural capacity evaluation and prediction of prestressed CFRP strengthened design | |
| Al-Saidy et al. | Strengthening of steel–concrete composite girders using carbon fiber reinforced polymer plates | |
| Lamanna et al. | Mechanically fastened FRP strengthening of large scale RC bridge T beams | |
| Heydari et al. | Strengthening of deep RC coupling beams with FRP composites: A numerical study | |
| Kalfat et al. | Mitigation of premature failure of FRP bonded to concrete using mechanical substrate strengthening and FRP spike anchors | |
| Wu et al. | Torsional strengthening of steel circular hollow sections (CHS) using CFRP composites | |
| Esmaeeli et al. | Flexural strengthening of RC beams using Hybrid Composite Plate (HCP): Experimental and analytical study | |
| Xing et al. | Experimental investigation of reinforced concrete T-beams strengthened with steel wire mesh embedded in polymer mortar overlay | |
| Thamrin et al. | Shear capacity of reinforced concrete beams strengthened with web bonded steel bars or steel plates | |
| Haryanto et al. | Structural behavior of negative moment region NSM-CFRP strengthened RC T-beams with various embedment depth under monotonic and cyclic loading | |
| Liu et al. | Structural performance of RC beams strengthened with hybrid bonded CFRP | |
| Zhang et al. | Flexural performance of RC T-beams strengthened with external double steel channel | |
| Micelli et al. | Anchorage of composite laminates in RC flexural beams | |
| Zhang et al. | Seismic performance and analysis of resilient high-strength SRAC walls | |
| Xie et al. | Ultimate strength behaviour of reinforced concrete beams strengthened by aluminium-alloy plates | |
| Kesner et al. | Tension, compression and cyclic testing of engineered cementitious composite materials | |
| Bank et al. | Rapid strengthening of reinforced concrete beams with mechanically fastened, fiber-reinforced polymeric composite materials | |
| Li et al. | Experimental and analytical study of RC beams strengthened with prestressed near-surface mounted 7075 aluminum alloy bars | |
| Lanier et al. | Behavior of steel monopoles strengthened with high-modulus CFRP materials | |
| EP2336455A1 (en) | Construction systeme for strengthening an existing structure with tension sheets and a respective anchoring device and method therefore |