| 查看: 1707 | 回复: 5 | |||
| 【悬赏金币】回答本帖问题,作者挑战平凡将赠送您 20 个金币 | |||
[求助]
关于AASHTO规范中,混凝土裂缝宽度计算参数的疑问 已有1人参与
|
|||
| 好像上传不了图片啊 |
» 猜你喜欢
售SCI一区T0P文章,我:8O.55.1.O.5.4,科目齐全,可+急
已经有8人回复
售SCI一区文章,我:8O5.5.1.O5.4,科目全,可伽急
已经有7人回复
烦躁
已经有4人回复
系统里面怎么还是等待基金委接收纸质
已经有3人回复
寻找合作团队
已经有4人回复
|
(1) AASHTO-LFRD In AASHTO-LFRD, the idea of crack control is proposed instead of cracking width calculation. The spacing of reinforcements is specified directly. In this case, it turns convenient for designers to confirm concrete serviceability and durability. Nevertheless, the crack control idea focusing on spacing of reinforcements. 想请教 这个dc 怎么理解? where ωmax is the maximum crack width; β is the ratio of the distances to the neutral axis from extreme tension fiber and the neutral axis from the edge; fs is the stress calculated in the reinforcements at service load; dc is the bottom cover measured from center of lowest bar.; and s is the maximum bar spacing. When using this equation to calculate crack width, test reinforcement stress value was substituted to the equation for fs. |
2楼2021-12-20 22:58:01
3楼2021-12-20 23:04:04
博士升
金虫 (正式写手)
- 应助: 4 (幼儿园)
- 金币: 1365.3
- 散金: 238
- 红花: 4
- 帖子: 382
- 在线: 89.3小时
- 虫号: 14379630
- 注册: 2019-02-26
- 性别: GG
- 专业: 结构工程
4楼2021-12-21 08:33:00
5楼2021-12-21 09:07:45
6楼2021-12-21 10:48:17










回复此楼
挑战平凡