[在这道题中,所有长度的测量单位都是米。] 要建造一座纪念碑,它由两部分组成——主体结构和底座。主体结构是通过将由曲线 y=3sin⁡(2x2)y = 3 \sin\left(2x^2\right)、曲线 y=x2y = x^2 以及直线 x=π8x = \sqrt{\frac{\pi}{8}} 围成的区域 RR 绕 yy 轴旋转 2π2\pi 弧度得到的旋转体。(见图 1。) 主体结构要安装在一个厚度均匀的实心底座顶部。底座的水平横截面形状为区域 QQ,该区域由曲线 y=8x1+x3y = \frac{8\sqrt{x}}{1+x^3} 和曲线 y=4x72y = 4x^{\frac{7}{2}} 围成。(见图 2。)

  1. (a)

    证明 ∫0psin⁡−1t3  dt=psin⁡−1p3+9−p2−3\int_{0}^{p} \sin^{-1} \frac{t}{3} \; \mathrm{d}t = p \sin^{-1} \frac{p}{3} + \sqrt{9 - p^2} - 3,其中 pp 是一个实常数。

  2. (b)

    利用第 (a) 部分的结果,求该主体结构的准确体积。

  3. (c)

    求区域 QQ 的面积,答案保留一位小数。

  4. (d)

    主体结构由花岗岩制成,而基座由大理石制成。区域 QQ 的一部分面积最终将与地面接触。由于建造该纪念碑的地面较软,如果其对下方地面的每平方米总重量超过 20 kN/m2^2,则需要建造特殊地基。

    一些相关信息:

    • 花岗岩密度:1463.46 kg/m3^3
    • 大理石密度:2550 kg/m3^3
    • 1000 kg 相当于 9.81 kN(kN = 千牛顿)

    负责建造该纪念碑的工程师声称,只要基座的厚度不超过 70 cm,就无需建造特殊地基。该工程师的说法有多准确?说明你的理由。

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完整解法

9(a)

1. Set up the integration by parts.

Let u=sin⁡−1(t3)u = \sin^{-1}\left(\frac{t}{3}\right) and dvdt=1\frac{\mathrm{d}v}{\mathrm{d}t} = 1.

Then, differentiating uu with respect to tt using the chain rule:
dudt=11−(t3)2⋅13=19−t29⋅13=39−t2⋅13=19−t2\frac{\mathrm{d}u}{\mathrm{d}t} = \frac{1}{\sqrt{1 - \left(\frac{t}{3}\right)^2}} \cdot \frac{1}{3} = \frac{1}{\sqrt{\frac{9-t^2}{9}}} \cdot \frac{1}{3} = \frac{3}{\sqrt{9-t^2}} \cdot \frac{1}{3} = \frac{1}{\sqrt{9-t^2}}

Integrating dvdt\frac{\mathrm{d}v}{\mathrm{d}t} with respect to tt:
v=tv = t

Applying the integration by parts formula ∫udvdt dt=uv−∫vdudt dt\int u \frac{\mathrm{d}v}{\mathrm{d}t} \, \mathrm{d}t = uv - \int v \frac{\mathrm{d}u}{\mathrm{d}t} \, \mathrm{d}t:
∫sin⁡−1(t3)  dt=tsin⁡−1(t3)−∫t9−t2  dt\int \sin^{-1}\left(\frac{t}{3}\right) \; \mathrm{d}t = t \sin^{-1}\left(\frac{t}{3}\right) - \int \frac{t}{\sqrt{9 - t^2}} \; \mathrm{d}t

2. Integrate the remaining algebraic term.

Notice that the derivative of the inner function 9−t29 - t^2 is −2t-2t. We manipulate the integral to use the standard form ∫f′(t)[f(t)]n dt\int \mathrm{f}'(t)[\mathrm{f}(t)]^n \, \mathrm{d}t:

∫t9−t2  dt=−12∫−2t(9−t2)−12  dt\int \frac{t}{\sqrt{9 - t^2}} \; \mathrm{d}t = -\frac{1}{2} \int -2t (9 - t^2)^{-\frac{1}{2}} \; \mathrm{d}t
=−12[(9−t2)1212]=−9−t2= -\frac{1}{2} \left[ \frac{(9 - t^2)^{\frac{1}{2}}}{\frac{1}{2}} \right] = -\sqrt{9 - t^2}

Substituting this back into the integration by parts result:
∫sin⁡−1(t3)  dt=tsin⁡−1(t3)+9−t2+C\int \sin^{-1}\left(\frac{t}{3}\right) \; \mathrm{d}t = t \sin^{-1}\left(\frac{t}{3}\right) + \sqrt{9 - t^2} + C

3. Evaluate the definite integral with the given limits $0$ to $p$.

∫0psin⁡−1(t3)  dt=[tsin⁡−1(t3)+9−t2]0p\int_{0}^{p} \sin^{-1}\left(\frac{t}{3}\right) \; \mathrm{d}t = \left[ t \sin^{-1}\left(\frac{t}{3}\right) + \sqrt{9 - t^2} \right]_{0}^{p}
=(psin⁡−1(p3)+9−p2)−(0⋅sin⁡−1(0)+9−02)= \left( p \sin^{-1}\left(\frac{p}{3}\right) + \sqrt{9 - p^2} \right) - \left( 0 \cdot \sin^{-1}(0) + \sqrt{9 - 0^2} \right)
=psin⁡−1(p3)+9−p2−9= p \sin^{-1}\left(\frac{p}{3}\right) + \sqrt{9 - p^2} - \sqrt{9}
=psin⁡−1(p3)+9−p2−3(Shown)= p \sin^{-1}\left(\frac{p}{3}\right) + \sqrt{9 - p^2} - 3 \quad \text{(Shown)}

答案

Shown\text{Shown}

9(b)

1. Express $x^2$ in terms of $y$ for the boundary curves to prepare for integration with respect to $y$.

For the upper curve:
y=3sin⁡(2x2)  ⟹  y3=sin⁡(2x2)  ⟹  2x2=sin⁡−1(y3)  ⟹  x2=12sin⁡−1(y3)y = 3\sin(2x^2) \implies \frac{y}{3} = \sin(2x^2) \implies 2x^2 = \sin^{-1}\left(\frac{y}{3}\right) \implies x^2 = \frac{1}{2}\sin^{-1}\left(\frac{y}{3}\right)

For the lower curve:
y=x2  ⟹  x2=yy = x^2 \implies x^2 = y

2. Determine the $y$-coordinates of the region's boundaries.

At the right boundary x=π8x = \sqrt{\frac{\pi}{8}}, the yy-coordinates are:
Lower curve: y=(π8)2=π8y = \left(\sqrt{\frac{\pi}{8}}\right)^2 = \frac{\pi}{8}
Upper curve: y=3sin⁡(2(π8)2)=3sin⁡(π4)=32y = 3\sin\left(2\left(\sqrt{\frac{\pi}{8}}\right)^2\right) = 3\sin\left(\frac{\pi}{4}\right) = \frac{3}{\sqrt{2}}

3. Set up the definite integral for the exact volume using the disc method.

The region is rotated about the yy-axis, so V=π∫(xR2−xL2) dyV = \pi \int (x_R^2 - x_L^2) \, \mathrm{d}y.
The left boundary is the upper curve xL2=12sin⁡−1(y3)x_L^2 = \frac{1}{2}\sin^{-1}\left(\frac{y}{3}\right) for 0≤y≤320 \le y \le \frac{3}{\sqrt{2}}.
The right boundary changes along the region: it is the lower curve xR2=yx_R^2 = y for 0≤y≤π80 \le y \le \frac{\pi}{8}, and the vertical line xR2=π8x_R^2 = \frac{\pi}{8} for π8≤y≤32\frac{\pi}{8} \le y \le \frac{3}{\sqrt{2}}.

V=π∫0π8(y−12sin⁡−1(y3))dy+π∫π832(π8−12sin⁡−1(y3))dyV = \pi \int_{0}^{\frac{\pi}{8}} \left( y - \frac{1}{2}\sin^{-1}\left(\frac{y}{3}\right) \right) \mathrm{d}y + \pi \int_{\frac{\pi}{8}}^{\frac{3}{\sqrt{2}}} \left( \frac{\pi}{8} - \frac{1}{2}\sin^{-1}\left(\frac{y}{3}\right) \right) \mathrm{d}y

Separating the outer and inner volume integrals:
V=π(∫0π8y dy+∫π832π8 dy)−π2∫032sin⁡−1(y3)dyV = \pi \left( \int_{0}^{\frac{\pi}{8}} y \, \mathrm{d}y + \int_{\frac{\pi}{8}}^{\frac{3}{\sqrt{2}}} \frac{\pi}{8} \, \mathrm{d}y \right) - \frac{\pi}{2} \int_{0}^{\frac{3}{\sqrt{2}}} \sin^{-1}\left(\frac{y}{3}\right) \mathrm{d}y

4. Evaluate the polynomial integrals for the outer volume component.

∫0π8y dy=[y22]0π8=π2128\int_{0}^{\frac{\pi}{8}} y \, \mathrm{d}y = \left[ \frac{y^2}{2} \right]_{0}^{\frac{\pi}{8}} = \frac{\pi^2}{128}
∫π832π8 dy=π8(32−π8)=32π16−π264\int_{\frac{\pi}{8}}^{\frac{3}{\sqrt{2}}} \frac{\pi}{8} \, \mathrm{d}y = \frac{\pi}{8} \left( \frac{3}{\sqrt{2}} - \frac{\pi}{8} \right) = \frac{3\sqrt{2}\pi}{16} - \frac{\pi^2}{64}

Outer Volume =π(π2128+32π16−π264)=32π216−π3128= \pi \left( \frac{\pi^2}{128} + \frac{3\sqrt{2}\pi}{16} - \frac{\pi^2}{64} \right) = \frac{3\sqrt{2}\pi^2}{16} - \frac{\pi^3}{128}

5. Apply the result from part (a) to evaluate the inner volume and find the final exact volume.

Using the given result from part (a) with p=32p = \frac{3}{\sqrt{2}}:
∫032sin⁡−1(t3)dt=32sin⁡−1(12)+9−(32)2−3\int_{0}^{\frac{3}{\sqrt{2}}} \sin^{-1}\left(\frac{t}{3}\right) \mathrm{d}t = \frac{3}{\sqrt{2}} \sin^{-1}\left(\frac{1}{\sqrt{2}}\right) + \sqrt{9 - \left(\frac{3}{\sqrt{2}}\right)^2} - 3
=32(π4)+4.5−3=32π8+322−3= \frac{3}{\sqrt{2}} \left(\frac{\pi}{4}\right) + \sqrt{4.5} - 3 = \frac{3\sqrt{2}\pi}{8} + \frac{3\sqrt{2}}{2} - 3

Inner Volume =π2(32π8+322−3)=32π216+32π4−3π2= \frac{\pi}{2} \left( \frac{3\sqrt{2}\pi}{8} + \frac{3\sqrt{2}}{2} - 3 \right) = \frac{3\sqrt{2}\pi^2}{16} + \frac{3\sqrt{2}\pi}{4} - \frac{3\pi}{2}

Subtracting the Inner Volume from the Outer Volume:
V=(32π216−π3128)−(32π216+32π4−3π2)V = \left( \frac{3\sqrt{2}\pi^2}{16} - \frac{\pi^3}{128} \right) - \left( \frac{3\sqrt{2}\pi^2}{16} + \frac{3\sqrt{2}\pi}{4} - \frac{3\pi}{2} \right)
V=3π2−32π4−π3128V = \frac{3\pi}{2} - \frac{3\sqrt{2}\pi}{4} - \frac{\pi^3}{128}

答案

3π2−32π4−π3128 m3\frac{3\pi}{2} - \frac{3\sqrt{2}\pi}{4} - \frac{\pi^3}{128} \text{ m}^3

9(c)

1. Find the $x$-coordinate of the non-zero point of intersection of the two curves.

8x1+x3=4x72\frac{8\sqrt{x}}{1+x^3} = 4x^{\frac{7}{2}}
2x=x72(1+x3)2\sqrt{x} = x^{\frac{7}{2}}(1+x^3)
For x>0x > 0, divide both sides by x\sqrt{x} (which is x12x^{\frac{1}{2}}):
2=x3(1+x3)2 = x^3(1+x^3)
x6+x3−2=0x^6 + x^3 - 2 = 0
(x3−1)(x3+2)=0(x^3 - 1)(x^3 + 2) = 0
Since xx is real and positive in the first quadrant, x3=1  ⟹  x=1x^3 = 1 \implies x = 1.

2. Set up the definite integral for the area of region $Q$.

From Figure 2, the curve y=8x1+x3y = \frac{8\sqrt{x}}{1+x^3} lies above the curve y=4x72y = 4x^{\frac{7}{2}} for 0≤x≤10 \le x \le 1.
Area=∫01(8x1+x3−4x72)dx\text{Area} = \int_{0}^{1} \left( \frac{8\sqrt{x}}{1+x^3} - 4x^{\frac{7}{2}} \right) \mathrm{d}x

3. Evaluate the integral and round to 1 decimal place.

Using a graphing calculator to evaluate the definite integral directly:
Area≈3.2999 m2\text{Area} \approx 3.2999 \text{ m}^2
Area=3.3 m2 (correct to 1 d.p.)\text{Area} = 3.3 \text{ m}^2 \text{ (correct to 1 d.p.)}

(Note: Evaluating exactly via the substitution u=x32u = x^{\frac{3}{2}} yields [163tan⁡−1(x32)−89x92]01=4π3−89≈3.3\left[ \frac{16}{3}\tan^{-1}\left(x^{\frac{3}{2}}\right) - \frac{8}{9}x^{\frac{9}{2}} \right]_0^1 = \frac{4\pi}{3} - \frac{8}{9} \approx 3.3)

答案

3.3 m23.3 \text{ m}^2

9(d)

1. Calculate the exact volume of the main structure (from part b).

Using the washer method for region RR rotated about the yy-axis, the boundaries are x=12sin⁡−1(y3)x = \sqrt{\frac{1}{2}\sin^{-1}\left(\frac{y}{3}\right)} and x=yx = \sqrt{y} for y∈[0,π8]y \in [0, \frac{\pi}{8}], and x=π8x = \sqrt{\frac{\pi}{8}} for y∈[π8,32]y \in [\frac{\pi}{8}, \frac{3}{\sqrt{2}}].
VR=∫0π8π(y−12sin⁡−1(y3))dy+∫π832π(π8−12sin⁡−1(y3))dyV_R = \int_0^{\frac{\pi}{8}} \pi \left( y - \frac{1}{2}\sin^{-1}\left(\frac{y}{3}\right) \right) \mathrm{d}y + \int_{\frac{\pi}{8}}^{\frac{3}{\sqrt{2}}} \pi \left( \frac{\pi}{8} - \frac{1}{2}\sin^{-1}\left(\frac{y}{3}\right) \right) \mathrm{d}y
Using the integral result from (a), this evaluates to:
VR=3π2−3π24−π3128≈1.13799 m3V_R = \frac{3\pi}{2} - \frac{3\pi\sqrt{2}}{4} - \frac{\pi^3}{128} \approx 1.13799 \text{ m}^3

2. Calculate the exact area of the base, region $Q$ (from part c).

Find the intersection point of the curves:
8x1+x3=4x72  ⟹  2=x3(1+x3)  ⟹  x=1\frac{8\sqrt{x}}{1+x^3} = 4x^{\frac{7}{2}} \implies 2 = x^3(1+x^3) \implies x = 1
AQ=∫01(8x1+x3−4x72)dxA_Q = \int_0^1 \left( \frac{8\sqrt{x}}{1+x^3} - 4x^{\frac{7}{2}} \right) \mathrm{d}x
Using the substitution u=x32u = x^{\frac{3}{2}} for the first term:
AQ=163[tan⁡−1u]01−[89x92]01=4π3−89≈3.29990 m2A_Q = \frac{16}{3} \big[ \tan^{-1} u \big]_0^1 - \left[ \frac{8}{9}x^{\frac{9}{2}} \right]_0^1 = \frac{4\pi}{3} - \frac{8}{9} \approx 3.29990 \text{ m}^2

3. Determine the mass and total weight of the monument assuming the maximum claimed base thickness of 70 cm.

Mass of granite main structure:
1.13799×1463.46≈1665.4 kg1.13799 \times 1463.46 \approx 1665.4 \text{ kg}
Weight of main structure:
1665.41000×9.81≈16.338 kN\frac{1665.4}{1000} \times 9.81 \approx 16.338 \text{ kN}
For a base thickness of h=0.70 mh = 0.70 \text{ m}, the volume of the marble base is:
Vbase=AQ×0.70≈3.29990×0.70≈2.30993 m3V_{\text{base}} = A_Q \times 0.70 \approx 3.29990 \times 0.70 \approx 2.30993 \text{ m}^3
Mass of marble base:
2.30993×2550≈5890.3 kg2.30993 \times 2550 \approx 5890.3 \text{ kg}
Weight of marble base:
5890.31000×9.81≈57.784 kN\frac{5890.3}{1000} \times 9.81 \approx 57.784 \text{ kN}
Total weight of the monument:
Wtotal=16.338+57.784=74.122 kNW_{\text{total}} = 16.338 + 57.784 = 74.122 \text{ kN}

4. Calculate the weight per square metre and conclude on the engineer's claim.

The weight per square metre on the ground is the total weight divided by the base contact area AQA_Q:
Pressure=74.1223.29990≈22.46 kN/m2\text{Pressure} = \frac{74.122}{3.29990} \approx 22.46 \text{ kN/m}^2
Since 22.46 kN/m2>20 kN/m222.46 \text{ kN/m}^2 > 20 \text{ kN/m}^2, the total weight per square metre exceeds the allowable limit when the thickness is 70 cm70 \text{ cm}. Thus, the engineer's claim is inaccurate.

答案

The engineer's claim is inaccurate because at a thickness of 70 cm70 \text{ cm}, the total weight per square metre is approximately 22.5 kN/m222.5 \text{ kN/m}^2, which exceeds the limit of 20 kN/m220 \text{ kN/m}^2.

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