| 查看: 709 | 回复: 2 | |||
| 本帖产生 1 个 翻译EPI ,点击这里进行查看 | |||
[交流]
求助:谁能帮忙翻一下摘要,谢谢!
|
|||
| 随着连续梁和连续刚构广泛的应用,发现一些桥梁在施工过程中腹板出现裂缝。本文运用弹性力学计算混凝土腹板三向受力情况下的主拉应力,并对比腹板内最大主拉应力与混凝土抗拉强度的关系,由此说明腹板产生裂缝的原因。结合实际桥梁,运用ansys建立三维实体模型模拟连续梁、连续刚构桥在采用悬臂现浇法施工时四种工况下混凝土腹板受力状态,计算得出最大主拉应力分别为:1.04MPa、3.93MPa、2.81MPa和-0.47MPa。因此说明竖向预应力能有效控制腹板混凝土的主拉应力,为预防混凝土腹板内部主拉应力超过混凝土抗拉强度,应在施工时先张拉竖向预应力,其次张拉水平预应力钢筋,最后在张拉竖弯预应力钢筋。 |
» 猜你喜欢
271求调剂
已经有6人回复
312求调剂
已经有9人回复
352求调剂
已经有4人回复
085602化学工程求调剂。
已经有3人回复
085600材料与化工306
已经有6人回复
机械学硕310分,数一英一,一志愿211本科双非找调剂信息
已经有3人回复
一志愿西南交通 专硕 材料355 本科双非 求调剂
已经有6人回复
085602 289分求调剂
已经有8人回复
085601求调剂总分293英一数二
已经有4人回复
292求调剂
已经有10人回复
★ ★
sirljz(金币+2):日语的 2010-06-09 23:30:16
sirljz(金币+2):日语的 2010-06-09 23:30:16
| ??????A?????B?A?????????????????????????????????????????????????Ф??w??????????????????????????????????????????`?????????????¤????????????????????Υ??????????Υ?????????`????v?????????????????????????????顢?????????????g???????????3?????g???????ansys?????B?A?????A?????????????????????????????????B?Ф?4?????????????????女???`??Υ???Υ????????????????10??????????1.04 mpa 3.93 2.81 mpa??mpa mpa??- 0.47?????????????????????????女???`??Υ????`?????????????????????她???????????????????`?????????????????????????`??ο???????H???????????¤???Τ??????????????????????????????????????????????????????`?????????? |
2楼2010-06-09 18:55:10
vingol
木虫 (正式写手)
- 翻译EPI: 5
- 应助: 1 (幼儿园)
- 金币: 1918.9
- 红花: 1
- 帖子: 416
- 在线: 60.8小时
- 虫号: 607354
- 注册: 2008-09-19
- 专业: 机械动力学
★ ★
wypward(金币+1):谢谢参与 2010-06-09 19:37:01
sirljz(金币+1): 2010-06-09 23:30:23
11211121(金币+5, 翻译EPI+1): 2010-06-10 14:59:09
wypward(金币+1):谢谢参与 2010-06-09 19:37:01
sirljz(金币+1): 2010-06-09 23:30:23
11211121(金币+5, 翻译EPI+1): 2010-06-10 14:59:09
| With the continuous beams and rigid frame a wide range of applications found in the construction of some bridges cracks in the web. In this paper, calculation of elasticity of concrete webs three cases to force the main tensile stress, and compared the maximum principal tensile stress within the webs and the relationship between the tensile strength of concrete, thus explain the reasons for crack web. Combined with the actual bridge, the establishment of three-dimensional solid model using ansys simulation of a continuous beam, continuous rigid frame bridge in place cantilever construction method with the four operating conditions when the stress state of concrete webs, calculated the maximum principal tensile stress, respectively: 1.04MPa , 3.93MPa, 2.81MPa and-0.47MPa. Therefore, effective control of vertical webs of prestressed concrete principal tensile stress, for the prevention of concrete principal tensile stress exceeds the internal webs of concrete tensile strength, should be first in the construction of vertical prestress tension, followed by the level of prestress tension steel, and finally tensioned prestressed reinforced vertical curve. |
3楼2010-06-09 19:09:58













回复此楼