About: T-beam is a research topic. Over the lifetime, 823 publications have been published within this topic receiving 9794 citations. The topic is also known as: tee beam & plate girder.
TL;DR: In this paper, a two-and three-dimensional analysis of Reinforced Concrete is presented, and the effect of path-dependency on the stress transfer across interface in reinforced concrete through aggregate interlock action.
Abstract: Part 1: Analysis and Modeling of Reinforced Concrete 1 Introduction 2 Two-Dimentional Analysis of Reinforced Concrete 3 Three-Dimentional Analysis of Reinforced Concrete 4 Analysis of Underground Structure and Soil-Structure Interactions 5 Analysis of Shell and Framed Structure 6 Analysis of Strengthened/Retrofitted Structures with Steel Encasement and Fiber Reinforced Wrapping 7 Analysis of Pre-Cracked Reinforced Concrete Member in Shear and Effect of Path-Dependency Part 2: Constitutive Model of Reincorced Concrete 8 Analysis of Stress Transfer Across Interface in Reinforced Concrete 9 Elasto-Plastic Fracture Model for Un-Cracked Concrete 10 Stress Transfer Across Crack in Reinforced Concrete Through Aggregate Interlock Action 11 Bond and Tensile Mechanics of Reinforced Concrete 12 Reinforcing Bar Model Under Arbitrary Loading Paths
TL;DR: In this paper, a study of shear transfer in reinforced concrete is presented, that is, the transfer across a plane, such as at the interface between a precast beam and a cast-in-place slab.
Abstract: Presents a study of shear transfer in reinforced concrete, that is, the transfer of shear across a plane, such as at the interface between a precast beam and a cast-in-place slab. Thirty-eight pushoff specimens were tested, some with, some without a pre-existing crack along the shear plane. The shear-friction theory was found to give a conservative estimate of the shear transfer strength of initially cracked concrete. A method is presented for the calculation of shear transfer strength in initially uncracked concrete, based on the Zia envelope to Mohr circles representing failure conditions for concrete.
TL;DR: AASHTO LRFD design of Concrete Bridge Structures as discussed by the authors is a well-known technique in Q-BASIC programs, and it has been used extensively in the design of reinforced concrete structures.
Abstract: 1. Introduction. 2. Concrete-Producing Materials. 3. Concrete. 4. Reinforced Concrete. 5. Flexure in Beams. 6. Shear and Diagonal Tension in Beams. 7. Torsion. 8. Serviceability of Beams and One-Way Slabs. 9. Combined Compression and Bending: Columns. 10. Bond Development of Reinforcing Bars. 11. Design of Two-Way Slabs and Plates. 12. Footings. 13. Continuous Reinforced Concrete Structures. 14. Introduction to Prestressed Concrete. 15. AASHTO LRFD Design of Concrete Bridge Structures. 16. Seismic Design of Concrete Structures. Appendix A: Computer Programs in Q-BASIC. Appendix B: Tables and Nomograms. Index.