PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING
📄 Project Abstract
Prediction of moment capacity of concrete slabs singly reinforced with carbon fiber reinforced plastics (CFRP) using simulated annealing is looked into. Equations for resistance moment are obtained based on the flexural requirements presented in ACI 440. 1R-06 (2006). These equations are then optimized using the Simulated Annealing (SA) algorithm. The developed algorithm is implemented using Visual Basic for Application (VBA). In addition, identification of design variables, objective function and constraints are also presented. The most important factors which influence the ultimate load carrying capacity of CFRP reinforced concrete structures are- effective depth (d) and breadth (b) of the member, concrete strength () and the material properties of the CFRP reinforcement. Thus, the ultimate moment of resistance based on concrete failure obtained for a CFRP singly reinforced concrete section is , this is 22.4% lower than the predicted in the code formulation
🔍 Key Research Areas Covered
- ✅ Literature Review & Theoretical Framework
- ✅ Research Methodology & Data Collection
- ✅ Data Analysis & Statistical Methods
- ✅ Findings & Results Discussion
- ✅ Recommendations & Conclusions
- ✅ References & Bibliography
📚 Complete Project Structure
- Problem Statement & Objectives
- Theoretical Framework & Related Studies
- Data Collection & Analysis Methods
- Findings & Statistical Analysis
- Recommendations & Future Research
- Questionnaires, Data, References
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PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING
Full Citation:
SAMUEL KOLAWOLE BELLO. (). PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING. African and General Studies, 40, 14858.
Citation Formats:
APA
SAMUEL KOLAWOLE BELLO. (). PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING. African and General Studies, 40, 14858.
MLA
SAMUEL KOLAWOLE BELLO. "PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING." African and General Studies, vol. 40, , pp. 14858.
Chicago
SAMUEL KOLAWOLE BELLO. "PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING." African and General Studies 40 (): 14858.
Full Citation:
SAMUEL KOLAWOLE BELLO. (). PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING. African and General Studies, 40, 14858.
Citation Formats:
APA
SAMUEL KOLAWOLE BELLO. (). PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING. African and General Studies, 40, 14858.
MLA
SAMUEL KOLAWOLE BELLO. "PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING." African and General Studies, vol. 40, , pp. 14858.
Chicago
SAMUEL KOLAWOLE BELLO. "PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING." African and General Studies 40 (): 14858.
Document Details
| Author | SAMUEL KOLAWOLE BELLO |
|---|---|
| 📁 Field | Civil Engineering Project Topics |
| 🏷️ Type | Engineering Project Topics |
| Pages | 79 Pages |
| Words | 18746 words |
| 📘 Chapters | 1 to 5 Chapters |