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Mechanics of Materials and Lab.

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457.201 재료역학 및 실험

Mechanics of Materials and Lab.

Professor

Juhyuk Moon PhD

juhyukmoon@snu.ac.kr

TT 10:00-12:00 Lecture & Lab

Teaching Assistant Nankyoung Lee

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Architectural Engineering Civil & Environmental Engineering Material Science Engineering

Mechanical Engineering Civil Engineering

Architecture

Structural Engineering

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457.201 재료역학 및 실험

Mechanics of Materials and Lab.

• Course objective:

• Equips students with fundamental knowledge in structural mechanics & structural materials for engineering.

• Pre-requisite to structural analysis/design modules essential for professional engineering practice.

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평창올림픽 봅슬레이 경기장

Marina Bay Sands hotel, Singapore

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Syllabus change

• Evaluation

• Attendance: 10%

• HW: 30%

• Lab report (1~3) – n.d.

• Problem solving (5-10 questions in each chapter)

• Midterm: 20% (10th May)

• Final: 40% (14th June)

• Kahoot extra point??

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Syllabus change

• F grade

• No show in Exams

• More than 25% absence

• No submission of more than 20% of homework

• No submission of lab reports

• Lab #1 – Tension test (confirmed but when?)

• Lab #2 – Shear and bending moment of beam (?)

• Lab #3 – Deflection of beam (?)

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Kahoot.it – Paper folding result

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So how can we “quantify” flexibility?

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Chapter 1. Tension, Compression, and Shear

• Materials

• Concrete, Steel, Polymer etc.

• Stress-strain

• Hooke’s law

• Poisson’s ratio

• Shear

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Materials

• Steel

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Steel

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Steel

• In Compression?

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Steel

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Concrete

• Stress-strain diagram

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Concrete

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Ultra-High Performance Concrete

UHPC bridge, Incheon

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Determine the direction of support

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Determine the direction of column section

Case A Case B

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What is the difference?

참조

관련 문서

Lappas, “Design and Structural Analysis of a Control Moment Gyroscope (CMG) Actuator for CubeSats”, Aerospace, Vol. Cheng et al., “Numerical Simulation of Separation

Therefore, in the linear elasticity theory, the shear stress also varies linearly from the axis of a circular shaft.... FIGURE 5.3 Distribution

 Euler buckling strength of long column cannot be improved by higher- strength material since it is due to the instability of the column as a whole.  For a column

→ axial STRAIN distribution is linear over the section ← Eq.(5.30) axial stress distribution → piecewise linear (Fig.. 5.5 Beams subjected to

Positive shear force: Q WP  0.. Design Theories of Ship and Offshore Plant, Fall 2017, Myung-Il Roh 41. Example of Midship Section of a 3,700

2 0 50 , max.. 1) 1) When the section modulus is calculated, standard breadth depending on a is used for effective breadth for simplicity. But effective breadth in accordance

8.50… thin-walled, closed x-s of arbitrary shape subjected to an applied torque, assumed to be in a state of uniform torsion, axial strain and stress components vanish  n(s)