Assuming a link-slab of 5% the length of each adjacent deck
Assuming a link-slab of 5% the length of each adjacent deck slab as suggested by Caner and Zia
[4],the imposed tensile strain related to imposed deformation by temperature,live load and
shrinkage is calculated to be around 1.6%,adopting a factor of safety of two [5].This implies
that cracking in concrete link-slabs is inevitable since normal concrete has a tensile strain capacity
of 0.01%.Furthermore,cyclic fatigue loading due to traffic movements may be expected to widen
the width of concrete cracks over time [6].
[4],the imposed tensile strain related to imposed deformation by temperature,live load and
shrinkage is calculated to be around 1.6%,adopting a factor of safety of two [5].This implies
that cracking in concrete link-slabs is inevitable since normal concrete has a tensile strain capacity
of 0.01%.Furthermore,cyclic fatigue loading due to traffic movements may be expected to widen
the width of concrete cracks over time [6].
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小象闹闹 幼苗
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像Caner和Zia提出的那样去设想一个是周围的deck slab长度5%的link-slab。采用安全系数2计算出这个被施加的拉伸应变大约是1.6%,这个拉伸应变是与温度,活载，收缩有关的。这说明了混凝土link-slabs的裂痕是不可避免的因为混泥土的最大拉伸系数是0.01%.还有，由过往车辆引起循环的疲劳荷载也许随着时间的流逝会扩大混凝土的裂痕。
好多专业词汇，我不是学这些的，我不懂，如果你是你应该知道吧。纯手译，希望采纳
我查了下，大概知道什么是link-slab 什么deck slab,但我实在不知道中文应该叫什么。Deck slab 就是link slab两边的板。
1年前
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