This course focuses on the fundamental mechanical behavior of structural concrete, which holds the important role in civil engineering structures, such as concrete bridges. In addition, to prevent the brittle failure of structural concrete, the basics of shear failure are also explained. Specifically, each student is required to be able to calculate the following items: (1) flexural cracking capacity of a reinforced concrete member subjected to bending moment, (2) flexural capacity of a reinforced concrete member subjected to bending moment or bending moment and axial force, (3) flexural cracking width of a reinforced concrete member subjected to bending moment, and (4) shear capacity of a reinforced concrete member subjected to shear force. Although these contents are quite fundamental for the structural concrete, they are strongly required practically. It is expected for each student to fully understand the contents of this course.
By the end of this course, each student will be able to:
(1) calculate the flexural cracking capacity of a reinforced concrete member subjected to bending moment.
(2) calculate the flexural capacity of a reinforced concrete member subjected to bending moment or bending moment and axial force.
(3) calculate the flexural cracking width of a reinforced concrete member subjected to bending moment.
(4) calculate the shear capacity of a reinforced concrete member subjected to shear force.
reinforced concrete, flexural cracking, flexural failure, flexural moment and axial force, shear failure
✔ Specialist skills | Intercultural skills | Communication skills | Critical thinking skills | ✔ Practical and/or problem-solving skills |
To confirm whether the students have understood the contents of each class or not, some assignment will be given occasionally. When the class of "pure flexure" is finished, the midterm exam will be done to check the acquisition of students whether they can understand the contents of classes. Final exam will be done for all of contents in this course. In the class, students will be asked by the instructor and need to answer to these questions.
Course schedule | Required learning | |
---|---|---|
Class 1 | Fundamental three mechanical conditions for structural concrete, and the introduction of famous prestressed concrete bridges in the world as the application of structural concrete. | |
Class 2 | Flexural cracking capacity of a reinforced concrete member subjected to bending moment, and size effect. | |
Class 3 | Nonlinear behavior of a reinforced concrete member subjected to bending moment. | |
Class 4 | Yielding and failure of a reinforced concrete member subjected to bending moment. | |
Class 5 | Calculation of flexural capacity of a reinforced concrete member subjected to bending moment. | Assignment No.1: Flexural cracking and failure of a reinforced concrete member subjected to bending moment. |
Class 6 | Mechanical behaviorof a reinforced concrete member subjected to bending moment and axial force. | Submission of Assignment No.1. |
Class 7 | Failure of a reinforced concrete member subjected to bending moment and axial force, and the interaction diagram. | Return of Assignment No.1 and comments. |
Class 8 | Confirmation of the basics of a reinforced concrete member subjected to bending moment. | Mid term exam. |
Class 9 | Failure of a short column. | Return of Mid term exam. Assignment No.2: Failure of a reinforced concrete member subjected to bending moment and axial force. |
Class 10 | Flexural cracking of a reinforced concrete member. | Submission of Assignment No.2. |
Class 11 | Flexural cracking width of a reinforced concrete member and durability. | Return of Assignment No.2 and comments. Assignment No.3: Flexural cracking width of a reinforced concrete member subjected to bending moment. |
Class 12 | Mechanical behavior of a reinforced concrete beam subjected to shear. | Submission of Assignment No.3. |
Class 13 | Truss analogy and the problem. | Return of Assignment No.3 and comments. |
Class 14 | Modified truss analogy. | |
Class 15 | Modified truss analogy and the problem. | Assignment No.4: Design of shear reinforcement and comments. |
The copy of PPT files used for the lecture will be delivered timely. No.13 and 14 are lectured by Dr. Chijiwa.
Junichiro Niwa: "Basics of Structural Concrete", (2nd Edition), Suuri-Kougaku Sha, ISBN: 978-4-86481-052-4.
Assignment (10%), Attendance (10%), Midterm exam (40%) and Final exam (40%). 60% is required to get the credit.
It is desirable for students to obtain the credit of Structural Mechanics 1 and Concrete Engineering.
Junichiro Niwa: e-mail: jniwa[at]cv.titech.ac.jp, 03-5734-2584
Questions are welcome at any time. Appointment in advance through e-mail is highly recommended.
Midterm exam will be done as the class No.8 and final exam will be done as the class No.16.