The effects of PMMA on ballistic impact performance of hybrid hard/ductile all-plastic- and glass-plastic-based composites [[electronic resource] /] / by Alex J. Hsieh ... [and others] |
Pubbl/distr/stampa | Aberdeen Proving Ground, MD : , : Army Research Laboratory, , [2004] |
Descrizione fisica | 1 online resource (vi, 18 pages) : color illustrations |
Altri autori (Persone) | HsiehAlex J |
Collana | ARL-TR |
Soggetto topico |
Polymethylmethacrylate
Laminated plastics Armor - Materials |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Altri titoli varianti | Effects of polymethylmethacrylate on ballistic impact performance of hybrid hard/ductile all-plastic- and glass-plastic-based composites |
Record Nr. | UNINA-9910697196503321 |
Aberdeen Proving Ground, MD : , : Army Research Laboratory, , [2004] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Moisture-excluding effectiveness and weight of aircraft finishes on papreg and on plywood / / by F.L. Browne and A.C. Schwebs |
Autore | Browne F. L. |
Pubbl/distr/stampa | Madison, Wisconsin : , : United States Department of Agriculture, Forest Service, Forest Products Laboratory, , 1944 |
Descrizione fisica | 1 online resource (13 unnumbered pages) : illustrations |
Collana | Mimeo |
Soggetto topico |
Laminated plastics
Finishes and finishing Painting, Industrial |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910705389203321 |
Browne F. L. | ||
Madison, Wisconsin : , : United States Department of Agriculture, Forest Service, Forest Products Laboratory, , 1944 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Properties of laminated plastics made from lignin and lignin-phenolic resin-impregnated papers / / by R.J. Seidl [and three others] |
Autore | Seidel R. J. |
Pubbl/distr/stampa | Madison, Wisconsin : , : United States Department of Agriculture, Forest Service, Forest Products Laboratory, , 1944 |
Descrizione fisica | 1 online resource (11 unnumbered pages) : illustrations |
Collana | Report |
Soggetto topico |
Lignin
Laminated plastics Wood - Chemistry |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910705390203321 |
Seidel R. J. | ||
Madison, Wisconsin : , : United States Department of Agriculture, Forest Service, Forest Products Laboratory, , 1944 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Strengthening of concrete structures with adhesive bonded reinforcement : design and dimensioning of CFRP laminates and steel plates / / Konrad Zilch, Roland Niedermeier, Wolfgang Finckh ; editors, Konrad Bergmeister, Frank Fingerloos, H. C. Mult ; coverdesign, Hans Baltzer |
Autore | Zilch Konrad |
Edizione | [5th ed.] |
Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2014 |
Descrizione fisica | 1 online resource (160 p.) |
Disciplina | 668.414 |
Soggetto topico |
Fiber-reinforced plastics
Laminated plastics |
ISBN |
3-433-60405-3
3-433-60401-0 3-433-60403-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Strengthening of Concrete Structures with Adhesively Bonded Reinforcement: Design and Dimensioning of CFRP Laminates and Steel Plates; Contents; Editorial; 1 Introduction; 1.1 The reason behind this book; 1.2 Strengthening with adhesively bonded reinforcement; 2 DAfStb guideline; 2.1 The reasons for drawing up a guideline; 2.2 Preparatory work; 2.3 Work on the guideline; 2.4 The structure and content of the guideline; 2.4.1 General; 2.4.2 Design and detailing; 2.4.3 Products and systems; 2.4.4 Execution; 2.4.5 Planning; 2.5 Safety concept; 2.6 Applications; 2.6.1 Member to be strengthened
2.6.2 Strengthening systems2.6.3 Ambient conditions; 2.6.4 Fire protection; 2.7 Relationship with other regulations; 2.8 Documents and assistance for practical applications; 3 Design of strengthening measures with externally bonded CFRP strips; 3.1 Principles; 3.2 Verification of flexural strength; 3.3 Bond analysis; 3.3.1 Principles; 3.3.2 Simplified method; 3.3.3 More accurate method; 3.3.3.1 General; 3.3.3.2 Determining the crack spacing; 3.3.3.3 Accurate analysis of concrete element between cracks; 3.3.3.4 Simplified analysis of element between cracks; 3.3.4 End anchorage analysis 3.3.4.1 General3.3.4.2 End anchorage analysis at flexural crack nearest to point of contraflexure; 3.3.4.3 Anchorage analysis at an arbitrary concrete element between cracks; 3.3.4.4 End anchorage analysis with shear wrapping; 3.4 Shear force analyses; 3.4.1 Shear strength; 3.4.2 Shear strengthening; 3.4.2.1 Full wrapping in steel; 3.4.2.2 Full wrapping in fibre-reinforced material; 3.4.2.3 U-wrapping; 3.4.3 End strap to prevent concrete cover separation failure; 3.5 Fatigue analysis; 3.6 Analyses for the serviceability limit state; 3.7 Detailing; 3.7.1 Strip spacing 3.7.2 Provision of shear straps3.7.3 Steel shear straps; 4 Example 1: Strengthening a slab with externally bonded CFRP strips; 4.1 System; 4.1.1 General; 4.1.2 Loading; 4.1.3 Construction materials; 4.1.3.1 Near-surface tensile strength; 4.1.3.2 Concrete compressive strength; 4.1.3.3 Type and quantity of existing reinforcement; 4.1.3.4 Position of existing reinforcement; 4.1.3.5 Strengthening system; 4.2 Internal forces; 4.3 Determining the prestrain; 4.4 Simplified analysis; 4.5 Accurate analysis; 4.5.1 General; 4.5.2 Verification of flexural strength; 4.5.3 Determining the crack spacing 4.5.4 Accurate analysis of concrete element between cracks4.5.4.1 Determining the strip forces; 4.5.4.2 Determining the bond strength; 4.5.5 End anchorage analysis; 4.6 Analysis of shear capacity; 4.7 Serviceability limit state; 5 Design of strengthening with near-surface-mounted CFRP strips; 5.1 Principles; 5.2 Verification of flexural strength; 5.3 Bond analysis; 5.4 Shear Force Analyses; 5.5 Fatigue analysis; 5.6 Analyses for the serviceability limit state; 5.7 Detailing; 6 Example 2: Strengthening a beam with near-surface-mounted CFRP strips; 6.1 System; 6.1.1 General; 6.1.2 Loading 6.1.3 Construction materials |
Record Nr. | UNINA-9910132170103321 |
Zilch Konrad | ||
Berlin, Germany : , : Ernst & Sohn, , 2014 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Strengthening of concrete structures with adhesive bonded reinforcement : design and dimensioning of CFRP laminates and steel plates / / Konrad Zilch, Roland Niedermeier, Wolfgang Finckh ; editors, Konrad Bergmeister, Frank Fingerloos, H. C. Mult ; coverdesign, Hans Baltzer |
Autore | Zilch Konrad |
Edizione | [5th ed.] |
Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2014 |
Descrizione fisica | 1 online resource (160 p.) |
Disciplina | 668.414 |
Soggetto topico |
Fiber-reinforced plastics
Laminated plastics |
ISBN |
3-433-60405-3
3-433-60401-0 3-433-60403-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Strengthening of Concrete Structures with Adhesively Bonded Reinforcement: Design and Dimensioning of CFRP Laminates and Steel Plates; Contents; Editorial; 1 Introduction; 1.1 The reason behind this book; 1.2 Strengthening with adhesively bonded reinforcement; 2 DAfStb guideline; 2.1 The reasons for drawing up a guideline; 2.2 Preparatory work; 2.3 Work on the guideline; 2.4 The structure and content of the guideline; 2.4.1 General; 2.4.2 Design and detailing; 2.4.3 Products and systems; 2.4.4 Execution; 2.4.5 Planning; 2.5 Safety concept; 2.6 Applications; 2.6.1 Member to be strengthened
2.6.2 Strengthening systems2.6.3 Ambient conditions; 2.6.4 Fire protection; 2.7 Relationship with other regulations; 2.8 Documents and assistance for practical applications; 3 Design of strengthening measures with externally bonded CFRP strips; 3.1 Principles; 3.2 Verification of flexural strength; 3.3 Bond analysis; 3.3.1 Principles; 3.3.2 Simplified method; 3.3.3 More accurate method; 3.3.3.1 General; 3.3.3.2 Determining the crack spacing; 3.3.3.3 Accurate analysis of concrete element between cracks; 3.3.3.4 Simplified analysis of element between cracks; 3.3.4 End anchorage analysis 3.3.4.1 General3.3.4.2 End anchorage analysis at flexural crack nearest to point of contraflexure; 3.3.4.3 Anchorage analysis at an arbitrary concrete element between cracks; 3.3.4.4 End anchorage analysis with shear wrapping; 3.4 Shear force analyses; 3.4.1 Shear strength; 3.4.2 Shear strengthening; 3.4.2.1 Full wrapping in steel; 3.4.2.2 Full wrapping in fibre-reinforced material; 3.4.2.3 U-wrapping; 3.4.3 End strap to prevent concrete cover separation failure; 3.5 Fatigue analysis; 3.6 Analyses for the serviceability limit state; 3.7 Detailing; 3.7.1 Strip spacing 3.7.2 Provision of shear straps3.7.3 Steel shear straps; 4 Example 1: Strengthening a slab with externally bonded CFRP strips; 4.1 System; 4.1.1 General; 4.1.2 Loading; 4.1.3 Construction materials; 4.1.3.1 Near-surface tensile strength; 4.1.3.2 Concrete compressive strength; 4.1.3.3 Type and quantity of existing reinforcement; 4.1.3.4 Position of existing reinforcement; 4.1.3.5 Strengthening system; 4.2 Internal forces; 4.3 Determining the prestrain; 4.4 Simplified analysis; 4.5 Accurate analysis; 4.5.1 General; 4.5.2 Verification of flexural strength; 4.5.3 Determining the crack spacing 4.5.4 Accurate analysis of concrete element between cracks4.5.4.1 Determining the strip forces; 4.5.4.2 Determining the bond strength; 4.5.5 End anchorage analysis; 4.6 Analysis of shear capacity; 4.7 Serviceability limit state; 5 Design of strengthening with near-surface-mounted CFRP strips; 5.1 Principles; 5.2 Verification of flexural strength; 5.3 Bond analysis; 5.4 Shear Force Analyses; 5.5 Fatigue analysis; 5.6 Analyses for the serviceability limit state; 5.7 Detailing; 6 Example 2: Strengthening a beam with near-surface-mounted CFRP strips; 6.1 System; 6.1.1 General; 6.1.2 Loading 6.1.3 Construction materials |
Record Nr. | UNISA-996204369903316 |
Zilch Konrad | ||
Berlin, Germany : , : Ernst & Sohn, , 2014 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. di Salerno | ||
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Strengthening of concrete structures with adhesive bonded reinforcement : design and dimensioning of CFRP laminates and steel plates / / Konrad Zilch, Roland Niedermeier, Wolfgang Finckh ; editors, Konrad Bergmeister, Frank Fingerloos, H. C. Mult ; coverdesign, Hans Baltzer |
Autore | Zilch Konrad |
Edizione | [5th ed.] |
Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2014 |
Descrizione fisica | 1 online resource (160 p.) |
Disciplina | 668.414 |
Soggetto topico |
Fiber-reinforced plastics
Laminated plastics |
ISBN |
3-433-60405-3
3-433-60401-0 3-433-60403-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Strengthening of Concrete Structures with Adhesively Bonded Reinforcement: Design and Dimensioning of CFRP Laminates and Steel Plates; Contents; Editorial; 1 Introduction; 1.1 The reason behind this book; 1.2 Strengthening with adhesively bonded reinforcement; 2 DAfStb guideline; 2.1 The reasons for drawing up a guideline; 2.2 Preparatory work; 2.3 Work on the guideline; 2.4 The structure and content of the guideline; 2.4.1 General; 2.4.2 Design and detailing; 2.4.3 Products and systems; 2.4.4 Execution; 2.4.5 Planning; 2.5 Safety concept; 2.6 Applications; 2.6.1 Member to be strengthened
2.6.2 Strengthening systems2.6.3 Ambient conditions; 2.6.4 Fire protection; 2.7 Relationship with other regulations; 2.8 Documents and assistance for practical applications; 3 Design of strengthening measures with externally bonded CFRP strips; 3.1 Principles; 3.2 Verification of flexural strength; 3.3 Bond analysis; 3.3.1 Principles; 3.3.2 Simplified method; 3.3.3 More accurate method; 3.3.3.1 General; 3.3.3.2 Determining the crack spacing; 3.3.3.3 Accurate analysis of concrete element between cracks; 3.3.3.4 Simplified analysis of element between cracks; 3.3.4 End anchorage analysis 3.3.4.1 General3.3.4.2 End anchorage analysis at flexural crack nearest to point of contraflexure; 3.3.4.3 Anchorage analysis at an arbitrary concrete element between cracks; 3.3.4.4 End anchorage analysis with shear wrapping; 3.4 Shear force analyses; 3.4.1 Shear strength; 3.4.2 Shear strengthening; 3.4.2.1 Full wrapping in steel; 3.4.2.2 Full wrapping in fibre-reinforced material; 3.4.2.3 U-wrapping; 3.4.3 End strap to prevent concrete cover separation failure; 3.5 Fatigue analysis; 3.6 Analyses for the serviceability limit state; 3.7 Detailing; 3.7.1 Strip spacing 3.7.2 Provision of shear straps3.7.3 Steel shear straps; 4 Example 1: Strengthening a slab with externally bonded CFRP strips; 4.1 System; 4.1.1 General; 4.1.2 Loading; 4.1.3 Construction materials; 4.1.3.1 Near-surface tensile strength; 4.1.3.2 Concrete compressive strength; 4.1.3.3 Type and quantity of existing reinforcement; 4.1.3.4 Position of existing reinforcement; 4.1.3.5 Strengthening system; 4.2 Internal forces; 4.3 Determining the prestrain; 4.4 Simplified analysis; 4.5 Accurate analysis; 4.5.1 General; 4.5.2 Verification of flexural strength; 4.5.3 Determining the crack spacing 4.5.4 Accurate analysis of concrete element between cracks4.5.4.1 Determining the strip forces; 4.5.4.2 Determining the bond strength; 4.5.5 End anchorage analysis; 4.6 Analysis of shear capacity; 4.7 Serviceability limit state; 5 Design of strengthening with near-surface-mounted CFRP strips; 5.1 Principles; 5.2 Verification of flexural strength; 5.3 Bond analysis; 5.4 Shear Force Analyses; 5.5 Fatigue analysis; 5.6 Analyses for the serviceability limit state; 5.7 Detailing; 6 Example 2: Strengthening a beam with near-surface-mounted CFRP strips; 6.1 System; 6.1.1 General; 6.1.2 Loading 6.1.3 Construction materials |
Record Nr. | UNINA-9910830869103321 |
Zilch Konrad | ||
Berlin, Germany : , : Ernst & Sohn, , 2014 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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