作者cxzdsa (cxzdsa)
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标题[试题] 100上 朱锦州 材料力学 期中考II
时间Tue Dec 6 14:43:03 2011
课程名称︰材料力学
课程性质︰必带
课程教师︰朱锦州
开课学院:工
开课系所︰化工
考试日期(年月日)︰100/12/6
考试时限(分钟):120
是否需发放奖励金:是
(如未明确表示,则不予发放)
试题 :
1. The cinical gas tank is shown in Fig.1 was babricated from 1/8-in thick
stell plate. Determine the axial and hoop stresses at a point in the wall
8-ft below the apex of the cone due to an interal gas pressure of 250psi
Hint:volume of the conical tank is (1/3)pir^2h (20)
2. Determine the change in length of the homogeneous bar in Fig.2 due to its
own weight. Express the results in terms of L,E, and the specific weight
gama(r) ofthe material. The taper of the bar is slightly enough for the
assumption of a uniform axial stress distribution over a cross section
to be valid. (25)
3. Explain: (35)
(a) modulus of elasticity and rigidity
(b) yeild point and ultimate strength of a material
(c) Poisson's ratio
(d) Saint-Venant's principle
(e) Stress concentration
(f) Elastic and plastic
4. Nice 0.75 in diameter stell (E=30,000 ksi) reinforcing bars were used when
the short concrete (E=4,500 ksi) pier shown in Fig.4 was constructed. When a
load P of 150 kip was applied to the pier.
(a) Determine the normal stress in the concrete and the stell bars after
load P is applied.(15)
(b) The cjamge in length of the pier resulting from the effect of P(5)
(c) After P was applied, the temperature increased 100 degree F.
The coefficients of thermal expansion for steel and concrete are
6.66E-6 and 6.0E-6/ degree F respectively. Determine the normal stress
in the concrete and in the steel bars after the temperature is
increased.(15)
(d) The change in length of the pier resulting from the combined effects
of temperature and load P.(5)
5. At a point on the free surface of a stell (E=200 GPa and v=0.3) machine
partm the strain rosette shown in Fig.5 was used to obtain the following
normal strain data: epison a=-555,epsion b = 925, epison c = 740 E-6 m/m
(a) Determine the strain components x y z and shear strain xy (15)
(b) Determine the stress components x, y, z and shear stress at the point(10)
(c) Determine the princial stress sigma P1,P2, P3 and the maximum shearing
stress at the opint (10)
Extra credit:
In Question 1, if the tank is full of water, Determine sigma h and
a. (15) (specific weight of water = 62.4 lb/in^3)
total: 165 points
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