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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]
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
Opac: Controlla la disponibilità qui
Moisture-excluding effectiveness and weight of aircraft finishes on papreg and on plywood / / by F.L. Browne and A.C. Schwebs
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
Opac: Controlla la disponibilità qui
Properties of laminated plastics made from lignin and lignin-phenolic resin-impregnated papers / / by R.J. Seidl [and three others]
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
Opac: Controlla la disponibilità qui
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
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
Opac: Controlla la disponibilità qui
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
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
Opac: Controlla la disponibilità qui
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
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
Opac: Controlla la disponibilità qui