材料力学(双语版) 大中专理科科技综合 作者 新华正版
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库存4件
江苏无锡
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作者作者
出版社科学出版社
ISBN9787030589361
出版时间2018-09
版次1
装帧平装
开本16
页数284页
字数480千字
定价79元
货号xhwx_1201795801
上书时间2024-05-05
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目录：
章 材料力学基础
1.1 外力
1.2 内力
1.3 应力
1.4 应变
1.5 胡克定律
1.6 低碳钢拉伸能
1.7 无明显屈服点塑材料的应力应变曲线
1.8 塑材料和脆材料
1.9 材料压缩能
题
第2章 轴向拉伸与压缩
2.1 轴力
2.2 横截面正应力
2.3 斜截面正应力和剪应力
2.4 线应变
2.5 拉压变形
2.6 静不定拉压杆
2.7 拉压杆设计
题
第3章 扭转
3.1 扭矩
3.2 剪切胡克定律
3.3 横截面剪应力
3.4 斜截面正应力和剪应力
3.5 扭转角
3.6 静不定轴
3.7 扭转轴设计
题
第4章 弯曲内力
4.1 剪力图和弯矩图
4.2 分布载荷、剪力和弯矩之间的关系
4.3 集中载荷、剪力和弯矩之间的关系
题
第5章 弯曲应力
5.1 纯弯曲横截面正应力
5.2 横力弯曲横截面正应力和剪应力
5.3 弯曲梁设计
题
第6章 弯曲变形
6.1 积分法
6.2 叠加法
6.3 静不定梁
题
第7章 应力分析与强度理论
7.1 应力变换
7.2 主应力
7.3 优选剪应力
7.4 压力容器
7.5 广义胡克定律
7.6 强度理论
题
第8章 组合载荷
8.1 偏心拉压杆
8.2 横力弯曲工字梁
8.3 拉压弯曲梁
8.4 弯曲扭转轴
题
第9章 压杆稳定
9.1 两端铰支细长压杆临界载荷
9.2 其他支撑细长压杆临界载荷
9.3 细长压杆临界应力
9.4 中长压杆临界应力
9.5 压杆设计
题
0章 非对称弯曲
10.1 非对称纯弯曲
10.2 非对称横力弯曲
题
1章 能量方法
11.1 外功
11.2 应变能密度
11.3 应变能
11.4 功能
11.5 互等定理
11.6 卡氏定理
11.7 虚功
11.8 单位载荷法
11.9 能量方法应用
题
2章 冲击载荷
12.1 垂直冲击
12.2 水冲击
题
3章 静不定结构
13.1 静不定
13.2 力法分析静不定结构
13.3 力法分析对称静不定结构
题
附录ⅰ截面质
ⅰ.1 静矩
ⅰ.2 惯矩与极惯矩
ⅰ.3 惯半径与极惯半径
ⅰ.4 惯积
ⅰ.5 行移轴定理
ⅰ.6 常用截面几何质
附录ⅱ型钢
ⅱ.1 工字钢
ⅱ.2 槽钢
ⅱ.3 等边角钢
ⅱ.4 不等边角钢
附录ⅲ挠度曲线
参文献
内容简介：
材料力学（双语版）是材料力学双语教材，分别由英文和中文独立编写。该书主要内容包括材料力学基础、轴向拉伸与压缩、扭转、弯曲内力、弯曲应力、弯曲变形、应力分析与强度理论、组合载荷、压杆稳定、非对称弯曲、能量方法、冲击载荷和静不定结构等。
材料力学（双语版）可作为航空航天工程、机械工程和土木工程等工科专业本科生的材料力学双语教材。
精彩内容：
chapter 1 mechanic of material fundamentalin theoretical mechanic， bodie are aumed to be perfectly rigid.the deformation of bodie are important， however， a far a the reitance of the tructure and machine to failure i concerned.therefore， the bodie in mechanic of material will no longer be aumed to be perfectly rigid a conidered in theoretical mechanic.mechanic of material tudie the ability of tructure and machine to reit failure， and mainly involve the following tak: ① trength， i.e.， the ability of member to upport a pecified load without experiencing exceive tree; ② rigidity， i.e.， the ability of member to upport a pecified load without undergoing unacceptable deformation; ③ tability， i.e.， the ability of member to upport a pecified aal preive load without cauing a udden lateral deflection.any material dealt with in mechanic of material i aumed to be: ① continuou， i.e.， the material conit of a continuou ditribution of matter without void; ② homogeneou， i.e.， the material ee the ame mechanical propertie at all point in the matter; ③ iotropic， i.e.， the material ha the ame mechanical propertie in all direction at any one point of the matter.the trength and rigidity of a material depend on it abilitie to upport a pecified load without experiencing both exceive tree and unacceptable deformation.thee abilitie are inherent in the material itelf and mut be determined by experimental method.one of the mot important tet to determine the mechanical propertie of a material i the tenile or preive tet.thi tet i often ued to determine the tretrain relation of the material ued.1.1 external forceany external force applied to a body can be claified a either a urface force or a body force.1.urface forcean external force that i applied to the urface of a body i called a urface force.if the urface force i ditributed over a finite area of the body， it i aid to be a ditributed load on a urface， fig.1.1(a).if the urface force i applied along a narrow area， thi force i defined a a ditributed load along a line， fig.1.1(b).if the area ubjected to a urface force i very mall， pared with the urface area of the body， then thi urface force can be regarded a a concentrated load， fig.1.1(c).fig.1.12.body forcean external force that i applied to every point within a body i called a body force.a gravitational force i an excellent example of the body force ince it act upon each of the particle forming the body.1.2 internal forcewhen variou external load are applied to a member， the correpon ditributed internal force will be developed at any point within the member.the ditributed internal force on any ection within the member can be determined by uing the method of ection.we imagine to ue a ne ， fig.1.2(a)， to ection the member where the ditributed internal force need to be determined.for determination of the ditributed internal force on the cut ne， the portion of the member to the right of the cut ne i removed， and it i reced by the ditributed internal force acting on the left portion， fig.1.2(b).fig.1.2for equilibrium of the remaining portion of the member， the ditributed internal force can be determined by uing the equation of tatic equilibrium.although the exact ditribution of internal force may be unknown， we can ue the equation of tatic equilibrium to relate the applied external load to the reultant force r and reultant couple mo about point o on the cut ne， which are caued by the ditributed internal force， fig.1.3(a).fig.1.3generally peaking， the reultant force r and reultant couple mo have arbitrary direction，neither perpendicular nor parallel to the cut ne.however，we can reolve the reultant force and couple into ix ponent， repectively along the x， y， and z axe， fig.1.3(b).(1) aal force.the normal ponent， along the x direction， of the reultant force i called the aal force (normal force)， n.it i developed when the external load tend to pull or puh the two egment of the member.(2) hearing force.the tangential ponent， repectively along the y and z direction， of the reultant force are regarded a the hearing force， denoted by vy and vz， which are developed when the external load tend to caue the two egment of the member to lide over one another.(3) torional moment.the normal ponent， rotating about the x a， of the reultant couple i called the torional moment (twiting moment， or torque)， t， and developed when the external load tend to twit one egment of the member with repect to the other.(4) ben moment.the tangential ponent of the reultant couple tend to bend the member about the y and z axe， repectively.thee t
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