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Particle Packing Method for Recycled Aggregate Concrete / / by Subhasis Pradhan, Shailendra Kumar, Sudhirkumar V. Barai
| Particle Packing Method for Recycled Aggregate Concrete / / by Subhasis Pradhan, Shailendra Kumar, Sudhirkumar V. Barai |
| Autore | Pradhan Subhasis |
| Edizione | [1st ed. 2024.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2024 |
| Descrizione fisica | 1 online resource (288 pages) |
| Disciplina | 620.136 |
| Soggetto topico |
Concrete
Building materials Environmental engineering Civil engineering Building Materials Environmental Civil Engineering |
| ISBN | 981-9975-16-6 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Background on Techniques for Sustainable Use of Recycled Aggregate and Application of Particle Packing Method -- Production and Processing of Aggregates -- Characterization of Materials -- Particle Packing Method of Mix Proportioning and Modified Mixing Approach -- Macro Level Performance Assessment of Concrete: Conventional Approach -- Macro Level Performance Assessment of Concrete: Experimental Fracture Analysis -- Performance Assessment of Concrete: Meso-, Micro-, Nano-level, and Physio- chemical Analysis -- Life Cycle Assessment and Cost Analysis -- Structural Applications: Beam -- Structural Applications: Column -- Structural Applications: Slab. |
| Record Nr. | UNINA-9910841858303321 |
Pradhan Subhasis
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| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Stability and Failure of High Performance Composite Structures / / edited by Shamsher Bahadur Singh, Sudhirkumar V. Barai
| Stability and Failure of High Performance Composite Structures / / edited by Shamsher Bahadur Singh, Sudhirkumar V. Barai |
| Edizione | [1st ed. 2022.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2022 |
| Descrizione fisica | 1 online resource (517 pages) |
| Disciplina | 929.605 |
| Collana | Composites Science and Technology |
| Soggetto topico |
Composite materials
Polymers Concrete Composites |
| ISBN | 981-19-2424-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | A Precise of Mathematical Models for Macromechanics of Fibre Reinforced Composites -- Mechanistic Analysis of Cementitious Composite at Meso-Scale -- Bending Analysis of Cross- Ply Laminated Composite Plate using Higher Order Quasi 3D Theory -- FRP at Elevated Temperatures -- Stability of Composite Plates and Shells -- Stability of Composite Panels -- Dynamic Instability of Laminated Functionally Graded CNT Reinforced Composite Plates Subject to Various Types of Non-Uniform Periodic In-Plane Edge Load -- Post-buckling study of the laminated composite stiffened plates subjected to parabolic in-plane loading -- Strength and Deformation Response in Strengthened Timber Beams: An Experimental Analysis -- Failure Modes of Load-Bearing Sandwich Panels in Shear -- Failure strength assessment of fibre reinforced thermoplastic composite tubes under combined loading -- Enhancing Flexural Strength of Unreinforced Masonry Members Using Cementitious Matrix-Based Composite -- Vibration Serviceability in Modular Tall buildings -- A Study on Confinement and ductility enhancement of Geopolymer Concrete filled PVC pipes subjected to axial compression -- Performance of FRP Bridge Deck under Flexural Loading -- Active Pre-stressed Carbon Composites for RCC Structure: Life Cycle Analysis with Case Study -- Nonlinear vibration of shear deformable functionally graded porous-cellular beam under transverse partial harmonic loading -- Mechanisms for Predicting the Progressive Failure of Functionally Graded Natural Fiber-Based Composites. |
| Record Nr. | UNINA-9910584600603321 |
| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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