Mostofinejad et al., 2015 - Google Patents
Effect of GM patterns on ductility and debonding control of FRP sheets in RC strengthened beamsMostofinejad et al., 2015
- Document ID
- 1572617336254503440
- Author
- Mostofinejad D
- Khozaei K
- Publication year
- Publication venue
- Construction and Building Materials
External Links
Snippet
Strengthening and retrofitting of old structures under current use, are important issues that have been considerably studied in the last few decades. There are many aims for structural strengthening; among them, resisting higher design loads, compensating strength loss due …
- 230000000694 effects 0 title abstract description 18
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B5/00—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts
- B32B5/22—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by the presence of two or more layers which are next to each other and are fibrous, filamentary, formed of particles or foamed
- B32B5/24—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by the presence of two or more layers which are next to each other and are fibrous, filamentary, formed of particles or foamed one layer being a fibrous or filamentary layer
- B32B5/26—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by the presence of two or more layers which are next to each other and are fibrous, filamentary, formed of particles or foamed one layer being a fibrous or filamentary layer another layer next to it also being fibrous or filamentary
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Mostofinejad et al. | Effect of GM patterns on ductility and debonding control of FRP sheets in RC strengthened beams | |
Mostofinejad et al. | Experimental study on effect of EBR and EBROG methods on debonding of FRP sheets used for shear strengthening of RC beams | |
Mostofinejad et al. | Externally bonded reinforcement in grooves (EBRIG) technique to postpone debonding of FRP sheets in strengthened concrete beams | |
Hosen et al. | CFRP strips for enhancing flexural performance of RC beams by SNSM strengthening technique | |
Peng et al. | Experimental study of flexural fatigue performance of reinforced concrete beams strengthened with prestressed CFRP plates | |
Toutanji et al. | Flexural behavior of reinforced concrete beams externally strengthened with CFRP sheets bonded with an inorganic matrix | |
Ebead et al. | Fiber-reinforced polymer strengthening of two-way slabs | |
Fu et al. | Inclined FRP U-jackets for enhancing structural performance of FRP-plated RC beams suffering from IC debonding | |
El-Hacha et al. | Flexural strengthening of reinforced concrete beams using prestressed, near-surfacemounted CFRP bars. | |
Kim et al. | Flexural behavior of reinforced concrete (RC) beams retrofitted with hybrid fiber reinforced polymers (FRPs) under sustaining loads | |
Grace et al. | Strengthening of concrete beams using innovative ductile fiber-reinforced polymer fabric | |
Adhikary et al. | Shear strengthening of reinforced concrete beams using various techniques | |
Skuturna et al. | Experimental study on the effect of anchorage systems on RC beams strengthened using FRP | |
Tran et al. | Shear performance of short-span FRP-reinforced concrete beams strengthened with CFRP and TRC | |
Kalfat et al. | Improvement of FRP-to-concrete bond performance using bidirectional fiber patch anchors combined with FRP spike anchors | |
Osman et al. | Repair of pre-cracked reinforced concrete (RC) Beams with openings strengthened using FRP sheets under sustained load | |
Mostofinejad et al. | Innovative warp and woof strap (WWS) method to anchor the FRP sheets in strengthened concrete beams | |
Sabzi et al. | Effects of tensile steel bars arrangement on concrete cover separation of RC beams strengthened by CFRP sheets | |
El-Sayed | Effect of longitudinal CFRP strengthening on the shear resistance of reinforced concrete beams | |
Liu et al. | Experimental study on the flexural behavior of RC beams strengthened with prestressed BFRP laminates | |
Al-Saadi et al. | Fatigue performance of NSM CFRP strips embedded in concrete using innovative high-strength self-compacting cementitious adhesive (IHSSC-CA) made with graphene oxide | |
Okeil et al. | Effect of adhesive type on Strengthening-By-Stiffening for shear-deficient thin-walled steel structures | |
Bsisu et al. | Flexural ductility behavior of strengthened reinforced concrete beams using steel and CFRP plates | |
Torabian et al. | Strengthening of two-way slabs with fiber-reinforced polymer composites: a new system using grooving technique and fans | |
Dat et al. | Experimental study on the effectiveness of strengthening reinforced concrete slab-column connections using CFRP sheets |